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p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
———————————— at 13:59:04 on 25-MAR-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
and the ISO_19905_1 FAQ File [ref SKA/FAQ/001].

pidata:

gmdata:

spfdat:

ssidat:

resdat:

s__out:

spudcan_mat_X_sub: sp_H sp_B
> [m] [m]
0.800 0.00
1.00 1.00
13.8 1.90
0.00 5.42
spudcan_mat_X_sub: END — >

D_B_eq_sub: < — BEGIN
D [m]: 0.400
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.400
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.400
< D_pt [m]: 0.400
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.400
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 3.60
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.152E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 114082.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 114082.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.400
< D_pt [m]: 8.30
< B_pt [m]: 19.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.435
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.1
lambda = D/B_eq [-]: 0.435
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.93
su0 * Nc0 [kPa]: 693.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 286.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 219698.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 219698.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 19.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 19.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 20341.75
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.435
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3968908E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.1
lambda = D/B_eq [-]: 0.812
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.45
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 286.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 508125.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 508125.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.1
Rs_pt [kN]: 32405.06
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17511.96
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.400 0.400 13.8 0.00 114082.4 0.000000 0.000000 1 0.000000 0.000000 114082.4 * 1 GSS
0.400 8.30 19.1 7.90 219698.3 0.000000 20341.75 2 20341.75 0.000000 199356.6 2 PTS>GSC
8.30 15.5 19.1 7.20 508125.3 32405.06 17511.96 3 37853.71 32405.06 502676.6 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 114082.4
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.30

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.400
< D_pt [m]: 0.400
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.400
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 3.60
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.152E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 114082.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 114082.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.400
< D_pt [m]: 8.30
< B_pt [m]: 19.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.435
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.1
lambda = D/B_eq [-]: 0.435
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.93
su0 * Nc0 [kPa]: 693.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 286.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 219698.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 219698.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 19.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.400
< B_pt [m]: 19.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 20341.75
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.435
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3968908E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.1
lambda = D/B_eq [-]: 0.812
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.45
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 286.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 508125.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 508125.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.1
Rs_pt [kN]: 32405.06
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17511.96
dW_pt_fun: END — >

< z_tip_verify [m]: 2.30
D [m]: 0.400
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 114082.4 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 114082.4
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.400
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 3.60
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.152E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 114082.4
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.400
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.400
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.400
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.30

D_B_eq_sub: < — BEGIN
D [m]: 0.400
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.30
z2 [m]: 0.400
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.30
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.400
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.400
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.400
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 114082.4
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 114524.6

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.30
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 0.500
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.500
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.500
< D_pt [m]: 0.500
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.500
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 4.50
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.190E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 117922.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 117922.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.500
< D_pt [m]: 8.30
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.436
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.436
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.93
su0 * Nc0 [kPa]: 693.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 284.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 218230.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 218230.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 19.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19944.20
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.436
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3927482E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.815
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.46
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 284.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 504812.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 504812.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
Rs_pt [kN]: 32291.88
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17389.84
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.500 0.500 13.8 0.00 117922.4 0.000000 0.000000 1 0.000000 0.000000 117922.4 * 1 GSS
0.500 8.30 19.0 7.80 218230.7 0.000000 19944.20 2 19944.20 0.000000 198286.5 2 PTS>GSC
8.30 15.5 19.0 7.20 504812.2 32291.88 17389.84 3 37334.04 32291.88 499770.0 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 117922.4
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.40

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.500
< D_pt [m]: 0.500
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.500
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 4.50
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.190E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 117922.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 117922.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.500
< D_pt [m]: 8.30
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.436
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.436
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.93
su0 * Nc0 [kPa]: 693.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 284.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 218230.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 218230.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 19.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.500
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19944.20
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.436
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3927482E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.815
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.46
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 284.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 504812.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 504812.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
Rs_pt [kN]: 32291.88
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17389.84
dW_pt_fun: END — >

< z_tip_verify [m]: 2.40
D [m]: 0.500
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 117922.4 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 117922.4
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.500
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 4.50
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.190E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 117922.4
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.500
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.500
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.500
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.40

D_B_eq_sub: < — BEGIN
D [m]: 0.500
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.40
z2 [m]: 0.500
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.40
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.500
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.500
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.500
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 117922.4
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 118364.6

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.40
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 0.600
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.600
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.600
< D_pt [m]: 0.600
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.600
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 5.40
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.229E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 121778.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 121778.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.600
< D_pt [m]: 8.30
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.438
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.438
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 282.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 216768.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 216768.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 19.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19550.73
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.438
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3886344E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.818
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.46
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 282.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 501509.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 501509.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
Rs_pt [kN]: 32178.69
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17268.15
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.600 0.600 13.8 0.00 121778.7 0.000000 0.000000 1 0.000000 0.000000 121778.7 * 1 GSS
0.600 8.30 19.0 7.70 216768.0 0.000000 19550.73 2 19550.73 0.000000 197217.3 2 PTS>GSC
8.30 15.5 19.0 7.20 501509.6 32178.69 17268.15 3 36818.87 32178.69 496869.4 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 121778.7
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.50

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.600
< D_pt [m]: 0.600
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.600
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 5.40
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.229E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 121778.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 121778.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.600
< D_pt [m]: 8.30
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.438
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.438
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 768.
pi * B_eq * B_eq /4 [m^2]: 282.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 216768.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 216768.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 19.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.600
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19550.73
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 19.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 19.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 19.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 19.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.438
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3886344E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 19.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 19.0
lambda = D/B_eq [-]: 0.818
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.46
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 282.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 501509.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 501509.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
Rs_pt [kN]: 32178.69
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 19.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17268.15
dW_pt_fun: END — >

< z_tip_verify [m]: 2.50
D [m]: 0.600
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 121778.7 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 121778.7
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.600
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.01
p0 [kPa]: 5.40
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.229E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 121778.7
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.600
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.600
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.600
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.50

D_B_eq_sub: < — BEGIN
D [m]: 0.600
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.50
z2 [m]: 0.600
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.50
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.600
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.600
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.600
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 121778.7
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 122220.9

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.50
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 0.700
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.700
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.700
< D_pt [m]: 0.700
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.700
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 6.30
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.268E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 125651.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 125651.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.700
< D_pt [m]: 8.30
< B_pt [m]: 18.9

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.9
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.439
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.9
lambda = D/B_eq [-]: 0.439
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 280.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 215310.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 215310.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 18.9
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 18.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19161.31
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.9

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.9
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.439
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3845495E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.9
lambda = D/B_eq [-]: 0.821
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 280.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 498217.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 498217.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.9
Rs_pt [kN]: 32065.51
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17146.88
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.700 0.700 13.8 0.00 125651.2 0.000000 0.000000 1 0.000000 0.000000 125651.2 * 1 GSS
0.700 8.30 18.9 7.60 215310.2 0.000000 19161.31 2 19161.31 0.000000 196148.9 2 PTS>GSC
8.30 15.5 18.9 7.20 498217.6 32065.51 17146.88 3 36308.19 32065.51 493974.9 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 125651.2
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.60

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.700
< D_pt [m]: 0.700
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.700
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 6.30
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.268E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 125651.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 125651.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.700
< D_pt [m]: 8.30
< B_pt [m]: 18.9

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.9
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.439
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.9
lambda = D/B_eq [-]: 0.439
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 280.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 215310.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 215310.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 18.9
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.700
< B_pt [m]: 18.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 19161.31
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.9

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.9
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.439
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3845495E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.9
lambda = D/B_eq [-]: 0.821
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 280.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 498217.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 498217.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.9
Rs_pt [kN]: 32065.51
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17146.88
dW_pt_fun: END — >

< z_tip_verify [m]: 2.60
D [m]: 0.700
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 125651.2 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 125651.2
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.700
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 6.30
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.268E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 125651.2
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.700
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.700
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.700
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.60

D_B_eq_sub: < — BEGIN
D [m]: 0.700
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.60
z2 [m]: 0.700
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.60
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.700
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.700
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.700
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 125651.2
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 126093.4

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.60
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 0.800
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.800
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.800
< D_pt [m]: 0.800
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.800
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 7.20
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.307E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 129540.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 129540.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.800
< D_pt [m]: 8.30
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.441
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.441
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 278.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 213857.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 213857.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 18.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18775.93
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.441
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3804933E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.824
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 278.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 494936.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 494936.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
Rs_pt [kN]: 31952.32
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17026.05
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.800 0.800 13.8 0.00 129540.0 0.000000 0.000000 1 0.000000 0.000000 129540.0 * 1 GSS
0.800 8.30 18.8 7.50 213857.2 0.000000 18775.93 2 18775.93 0.000000 195081.3 2 PTS>GSC
8.30 15.5 18.8 7.20 494936.2 31952.32 17026.05 3 35801.98 31952.32 491086.6 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 129540.0
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.70

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.800
< D_pt [m]: 0.800
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.800
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 7.20
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.307E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 129540.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 129540.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.800
< D_pt [m]: 8.30
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.441
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.441
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 278.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 213857.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 213857.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 18.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.800
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18775.93
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.441
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3804933E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.824
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 278.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 494936.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 494936.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
Rs_pt [kN]: 31952.32
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17026.05
dW_pt_fun: END — >

< z_tip_verify [m]: 2.70
D [m]: 0.800
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 129540.0 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 129540.0
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.800
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 7.20
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.307E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 129540.0
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.800
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.800
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.800
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.70

D_B_eq_sub: < — BEGIN
D [m]: 0.800
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.70
z2 [m]: 0.800
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.70
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.800
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.800
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.800
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 129540.0
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 129982.2

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.70
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 0.900
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.900
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.900
< D_pt [m]: 0.900
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.900
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 8.10
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.346E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 133444.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 133444.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.900
< D_pt [m]: 8.30
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.443
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.443
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 276.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 212409.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 212409.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 18.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18394.57
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.443
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3764658E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.827
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 276.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 491665.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 491665.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
Rs_pt [kN]: 31839.14
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16905.64
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
0.900 0.900 13.8 0.00 133444.9 0.000000 0.000000 1 0.000000 0.000000 133444.9 * 1 GSS
0.900 8.30 18.8 7.40 212409.1 0.000000 18394.57 2 18394.57 0.000000 194014.6 2 PTS>GSC
8.30 15.5 18.8 7.20 491665.4 31839.14 16905.64 3 35300.21 31839.14 488204.3 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 133444.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.80

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 0.900
< D_pt [m]: 0.900
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.900
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 8.10
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.346E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 133444.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 133444.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 0.900
< D_pt [m]: 8.30
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.443
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.443
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.94
su0 * Nc0 [kPa]: 694.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 276.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 212409.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 212409.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 18.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 0.900
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18394.57
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.443
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3764658E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.8
lambda = D/B_eq [-]: 0.827
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.47
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 276.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 491665.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 491665.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
Rs_pt [kN]: 31839.14
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16905.64
dW_pt_fun: END — >

< z_tip_verify [m]: 2.80
D [m]: 0.900
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 133444.9 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 133444.9
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 0.900
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 8.10
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.346E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 133444.9
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 0.900
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 0.900
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 0.900
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.80

D_B_eq_sub: < — BEGIN
D [m]: 0.900
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.80
z2 [m]: 0.900
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.80
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 0.900
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 0.900
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 0.900
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 133444.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 133887.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.80
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.00
< D_pt [m]: 1.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.385E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 137366.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 137366.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.00
< D_pt [m]: 8.30
< B_pt [m]: 18.7

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.7
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.444
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.7
lambda = D/B_eq [-]: 0.444
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 274.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 210965.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 210965.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 18.7
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 18.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18017.21
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.7

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.7
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.444
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3724667E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.7
lambda = D/B_eq [-]: 0.829
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 274.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 488405.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 488405.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.7
Rs_pt [kN]: 31725.95
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16785.65
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.00 1.00 13.8 0.00 137366.1 0.000000 0.000000 1 0.000000 0.000000 137366.1 * 1 GSS
1.00 8.30 18.7 7.30 210965.9 0.000000 18017.21 2 18017.21 0.000000 192948.7 2 PTS>GSC
8.30 15.5 18.7 7.20 488405.1 31725.95 16785.65 3 34802.86 31725.95 485328.2 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 137366.1
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 2.90

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.00
< D_pt [m]: 1.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.385E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 137366.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 137366.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.00
< D_pt [m]: 8.30
< B_pt [m]: 18.7

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.7
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.444
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.7
lambda = D/B_eq [-]: 0.444
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 274.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 210965.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 210965.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 18.7
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.00
< B_pt [m]: 18.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 18017.21
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.7

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.7
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.444
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3724667E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.7
lambda = D/B_eq [-]: 0.829
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.164E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 274.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 488405.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 488405.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.7
Rs_pt [kN]: 31725.95
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16785.65
dW_pt_fun: END — >

< z_tip_verify [m]: 2.90
D [m]: 1.00
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 137366.1 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 137366.1
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.00
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.385E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 137366.1
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.00
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.00
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 2.90

D_B_eq_sub: < — BEGIN
D [m]: 1.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 2.90
z2 [m]: 1.00
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 2.90
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.00
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 137366.1
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 137808.3

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 2.90
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.10
< D_pt [m]: 1.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.90
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.424E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 141303.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 141303.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.10
< D_pt [m]: 8.30
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.446
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.446
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 272.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 209527.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 209527.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 18.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17643.83
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.446
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3684961E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.832
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 272.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 485155.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 485155.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
Rs_pt [kN]: 31612.76
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16666.10
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.10 1.10 13.8 0.00 141303.4 0.000000 0.000000 1 0.000000 0.000000 141303.4 * 1 GSS
1.10 8.30 18.6 7.20 209527.5 0.000000 17643.83 2 17643.83 0.000000 191883.7 2 PTS>GSC
8.30 15.5 18.6 7.20 485155.4 31612.76 16666.10 3 34309.93 31612.76 482458.2 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 141303.4
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.00

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.10
< D_pt [m]: 1.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.90
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.424E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 141303.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 141303.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.10
< D_pt [m]: 8.30
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.446
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.446
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 769.
pi * B_eq * B_eq /4 [m^2]: 272.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 209527.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 209527.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 18.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.10
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17643.83
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.446
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3684961E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.832
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 272.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 485155.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 485155.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
Rs_pt [kN]: 31612.76
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16666.10
dW_pt_fun: END — >

< z_tip_verify [m]: 3.00
D [m]: 1.10
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 141303.4 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 141303.4
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.02
p0 [kPa]: 9.90
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.424E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 141303.4
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.10
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.10
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.00

D_B_eq_sub: < — BEGIN
D [m]: 1.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.00
z2 [m]: 1.10
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.00
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.10
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 141303.4
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 141745.5

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.00
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.20
< D_pt [m]: 1.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 10.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.464E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 145256.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 145256.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.20
< D_pt [m]: 8.30
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.447
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.447
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 270.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 208094.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 208094.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 18.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17274.41
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.447
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3645538E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.835
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 270.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 481916.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 481916.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
Rs_pt [kN]: 31499.58
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16546.97
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.20 1.20 13.8 0.00 145256.7 0.000000 0.000000 1 0.000000 0.000000 145256.7 * 1 GSS
1.20 8.30 18.6 7.10 208094.0 0.000000 17274.41 2 17274.41 0.000000 190819.6 2 PTS>GSC
8.30 15.5 18.6 7.20 481916.2 31499.58 16546.97 3 33821.38 31499.58 479594.4 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 145256.7
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.10

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.20
< D_pt [m]: 1.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 10.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.464E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 145256.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 145256.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.20
< D_pt [m]: 8.30
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.447
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.447
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 270.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 208094.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 208094.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 18.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.20
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 17274.41
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.447
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3645538E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.6
lambda = D/B_eq [-]: 0.835
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.48
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 270.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 481916.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 481916.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
Rs_pt [kN]: 31499.58
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16546.97
dW_pt_fun: END — >

< z_tip_verify [m]: 3.10
D [m]: 1.20
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 145256.7 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 145256.7
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 10.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.464E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 145256.7
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.20
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.20
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.10

D_B_eq_sub: < — BEGIN
D [m]: 1.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.10
z2 [m]: 1.20
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.10
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.20
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 145256.7
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 145698.9

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.10
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.30
< D_pt [m]: 1.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 11.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.503E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 149226.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 149226.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.30
< D_pt [m]: 8.30
< B_pt [m]: 18.5

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.5
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.449
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.5
lambda = D/B_eq [-]: 0.449
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 268.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 206665.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 206665.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 18.5
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 18.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16908.93
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.5

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.5
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.449
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3606398E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.5
lambda = D/B_eq [-]: 0.838
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.49
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 268.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 478687.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 478687.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.5
Rs_pt [kN]: 31386.39
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16428.27
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.30 1.30 13.8 0.00 149226.2 0.000000 0.000000 1 0.000000 0.000000 149226.2 * 1 GSS
1.30 8.30 18.5 7.00 206665.4 0.000000 16908.93 2 16908.93 0.000000 189756.5 2 PTS>GSC
8.30 15.5 18.5 7.20 478687.6 31386.39 16428.27 3 33337.20 31386.39 476736.8 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 149226.2
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.20

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.30
< D_pt [m]: 1.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 11.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.503E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 149226.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 149226.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.30
< D_pt [m]: 8.30
< B_pt [m]: 18.5

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.5
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.449
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.5
lambda = D/B_eq [-]: 0.449
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 268.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 206665.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 206665.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 18.5
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.30
< B_pt [m]: 18.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16908.93
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.5

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.5
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.449
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3606398E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.5
lambda = D/B_eq [-]: 0.838
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.49
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 268.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 478687.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 478687.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.5
Rs_pt [kN]: 31386.39
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16428.27
dW_pt_fun: END — >

< z_tip_verify [m]: 3.20
D [m]: 1.30
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 149226.2 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 149226.2
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 11.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.503E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 149226.2
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.30
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.30
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.20

D_B_eq_sub: < — BEGIN
D [m]: 1.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.20
z2 [m]: 1.30
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.20
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.30
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 149226.2
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 149668.4

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.20
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.40
< D_pt [m]: 1.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 12.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.543E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 153211.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 153211.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.40
< D_pt [m]: 8.30
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.451
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.451
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 266.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 205241.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 205241.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 18.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16547.38
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.451
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3567538E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.841
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.49
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 266.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 475469.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 475469.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
Rs_pt [kN]: 31273.21
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16309.99
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.40 1.40 13.8 0.00 153211.7 0.000000 0.000000 1 0.000000 0.000000 153211.7 * 1 GSS
1.40 8.30 18.4 6.90 205241.7 0.000000 16547.38 2 16547.38 0.000000 188694.3 2 PTS>GSC
8.30 15.5 18.4 7.20 475469.6 31273.21 16309.99 3 32857.38 31273.21 473885.5 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 153211.7
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.30

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.40
< D_pt [m]: 1.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 12.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.543E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 153211.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 153211.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.40
< D_pt [m]: 8.30
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.451
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.451
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.95
su0 * Nc0 [kPa]: 695.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 266.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 205241.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 205241.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 18.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.40
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16547.38
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.451
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3567538E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.841
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.49
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.178E+04
pi * B_eq * B_eq /4 [m^2]: 266.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 475469.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 475469.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
Rs_pt [kN]: 31273.21
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16309.99
dW_pt_fun: END — >

< z_tip_verify [m]: 3.30
D [m]: 1.40
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 153211.7 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 153211.7
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 12.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.543E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 153211.7
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.40
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.40
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.30

D_B_eq_sub: < — BEGIN
D [m]: 1.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.30
z2 [m]: 1.40
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.30
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.40
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 153211.7
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 153653.9

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.30
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.50
< D_pt [m]: 1.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 13.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.583E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 157213.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 157213.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.50
< D_pt [m]: 8.30
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.452
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.452
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 265.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 203822.8
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 203822.8
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 18.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16189.74
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.452
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3528959E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.845
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 265.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 472262.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 472262.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
Rs_pt [kN]: 31160.02
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16192.15
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.50 1.50 13.8 0.00 157213.2 0.000000 0.000000 1 0.000000 0.000000 157213.2 * 1 GSS
1.50 8.30 18.4 6.80 203822.8 0.000000 16189.74 2 16189.74 0.000000 187633.0 2 PTS>GSC
8.30 15.5 18.4 7.20 472262.2 31160.02 16192.15 3 32381.89 31160.02 471040.3 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 157213.2
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.40

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.50
< D_pt [m]: 1.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 13.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.583E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 157213.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 157213.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.50
< D_pt [m]: 8.30
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.452
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.452
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 770.
pi * B_eq * B_eq /4 [m^2]: 265.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 203822.8
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 203822.8
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 18.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.50
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16189.74
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.452
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3528959E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.4
lambda = D/B_eq [-]: 0.845
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 265.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 472262.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 472262.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
Rs_pt [kN]: 31160.02
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16192.15
dW_pt_fun: END — >

< z_tip_verify [m]: 3.40
D [m]: 1.50
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 157213.2 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 157213.2
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 13.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.583E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 157213.2
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.50
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.50
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.40

D_B_eq_sub: < — BEGIN
D [m]: 1.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.40
z2 [m]: 1.50
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.40
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.50
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 157213.2
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 157655.4

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.40
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.60
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.60
< D_pt [m]: 1.60
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 14.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.623E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 161230.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 161230.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.60
< D_pt [m]: 8.30
< B_pt [m]: 18.3

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.3
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.454
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.3
lambda = D/B_eq [-]: 0.454
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 263.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 202408.8
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 202408.8
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 18.3
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 18.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15835.98
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.3

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.3
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.454
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3490659E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.3
lambda = D/B_eq [-]: 0.848
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 263.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 469065.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 469065.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.3
Rs_pt [kN]: 31046.84
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16074.73
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.60 1.60 13.8 0.00 161230.6 0.000000 0.000000 1 0.000000 0.000000 161230.6 * 1 GSS
1.60 8.30 18.3 6.70 202408.8 0.000000 15835.98 2 15835.98 0.000000 186572.8 2 PTS>GSC
8.30 15.5 18.3 7.20 469065.3 31046.84 16074.73 3 31910.71 31046.84 468201.4 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 161230.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.50

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.60
< D_pt [m]: 1.60
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 14.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.623E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 161230.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 161230.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.60
< D_pt [m]: 8.30
< B_pt [m]: 18.3

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.3
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.454
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.3
lambda = D/B_eq [-]: 0.454
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 263.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 202408.8
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 202408.8
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 18.3
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.60
< B_pt [m]: 18.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15835.98
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.3

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.3
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.454
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3490659E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.3
lambda = D/B_eq [-]: 0.848
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 263.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 469065.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 469065.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.3
Rs_pt [kN]: 31046.84
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 16074.73
dW_pt_fun: END — >

< z_tip_verify [m]: 3.50
D [m]: 1.60
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 161230.6 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 161230.6
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.03
p0 [kPa]: 14.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.623E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 161230.6
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.60
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.60
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.50

D_B_eq_sub: < — BEGIN
D [m]: 1.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.50
z2 [m]: 1.60
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.50
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.60
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.60
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 161230.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 161672.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.50
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.70
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.70
< D_pt [m]: 1.70
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 15.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.664E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 165263.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 165263.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.70
< D_pt [m]: 8.30
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.456
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.456
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 261.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 200999.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 200999.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 18.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15486.09
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.456
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3452637E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.851
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 261.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 465879.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 465879.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
Rs_pt [kN]: 30933.65
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15957.74
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.70 1.70 13.8 0.00 165263.9 0.000000 0.000000 1 0.000000 0.000000 165263.9 * 1 GSS
1.70 8.30 18.2 6.60 200999.6 0.000000 15486.09 2 15486.09 0.000000 185513.5 2 PTS>GSC
8.30 15.5 18.2 7.20 465879.0 30933.65 15957.74 3 31443.82 30933.65 465368.8 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 165263.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.60

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.70
< D_pt [m]: 1.70
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 15.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.664E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 165263.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 165263.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.70
< D_pt [m]: 8.30
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.456
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.456
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 261.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 200999.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 200999.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 18.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.70
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15486.09
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.456
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3452637E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.851
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.50
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 261.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 465879.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 465879.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
Rs_pt [kN]: 30933.65
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15957.74
dW_pt_fun: END — >

< z_tip_verify [m]: 3.60
D [m]: 1.70
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 165263.9 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 165263.9
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 15.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.664E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 165263.9
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.70
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.70
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.60

D_B_eq_sub: < — BEGIN
D [m]: 1.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.60
z2 [m]: 1.70
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.60
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.70
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.70
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 165263.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 165706.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.60
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.80
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.80
< D_pt [m]: 1.80
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 16.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.704E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 169313.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 169313.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.80
< D_pt [m]: 8.30
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.457
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.457
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 259.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 199595.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 199595.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 18.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15140.04
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.457
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3414892E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.854
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.51
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 259.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 462703.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 462703.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
Rs_pt [kN]: 30820.46
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15841.17
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.80 1.80 13.8 0.00 169313.0 0.000000 0.000000 1 0.000000 0.000000 169313.0 * 1 GSS
1.80 8.30 18.2 6.50 199595.3 0.000000 15140.04 2 15140.04 0.000000 184455.3 2 PTS>GSC
8.30 15.5 18.2 7.20 462703.3 30820.46 15841.17 3 30981.22 30820.46 462542.5 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 169313.0
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.70

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.80
< D_pt [m]: 1.80
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 16.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.704E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 169313.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 169313.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.80
< D_pt [m]: 8.30
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.457
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.457
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.96
su0 * Nc0 [kPa]: 696.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 259.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 199595.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 199595.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 18.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.80
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15140.04
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.457
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3414892E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.2
lambda = D/B_eq [-]: 0.854
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.51
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 259.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 462703.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 462703.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
Rs_pt [kN]: 30820.46
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15841.17
dW_pt_fun: END — >

< z_tip_verify [m]: 3.70
D [m]: 1.80
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 169313.0 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 169313.0
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 16.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.704E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 169313.0
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.80
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.80
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.70

D_B_eq_sub: < — BEGIN
D [m]: 1.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.70
z2 [m]: 1.80
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.70
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.80
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.80
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 169313.0
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 169755.2

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.70
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 1.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.90
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.90
< D_pt [m]: 1.90
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 17.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.745E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 173377.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 173377.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.90
< D_pt [m]: 8.30
< B_pt [m]: 18.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.459
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.1
lambda = D/B_eq [-]: 0.459
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 257.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 198195.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 198195.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 18.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 18.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14797.83
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.459
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3377423E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.1
lambda = D/B_eq [-]: 0.857
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.51
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 257.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 459538.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 459538.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.1
Rs_pt [kN]: 30707.28
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15725.04
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
1.90 1.90 13.8 0.00 173377.9 0.000000 0.000000 1 0.000000 0.000000 173377.9 * 1 GSS
1.90 8.30 18.1 6.40 198195.9 0.000000 14797.83 2 14797.83 0.000000 183398.1 2 PTS>GSC
8.30 15.5 18.1 7.20 459538.1 30707.28 15725.04 3 30522.86 30707.28 459722.5 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 173377.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.80

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 1.90
< D_pt [m]: 1.90
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 17.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.745E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 173377.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 173377.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 1.90
< D_pt [m]: 8.30
< B_pt [m]: 18.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.459
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.1
lambda = D/B_eq [-]: 0.459
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 771.
pi * B_eq * B_eq /4 [m^2]: 257.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 198195.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 198195.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 18.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 1.90
< B_pt [m]: 18.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14797.83
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.459
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3377423E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.1
lambda = D/B_eq [-]: 0.857
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.51
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 257.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 459538.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 459538.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.1
Rs_pt [kN]: 30707.28
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15725.04
dW_pt_fun: END — >

< z_tip_verify [m]: 3.80
D [m]: 1.90
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 173377.9 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 173377.9
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 1.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 17.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.745E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 173377.9
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 1.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 1.90
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 1.90
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.80

D_B_eq_sub: < — BEGIN
D [m]: 1.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.80
z2 [m]: 1.90
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.80
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 1.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 1.90
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 1.90
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 173377.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 173820.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.80
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 2.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.00
< D_pt [m]: 2.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 18.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.786E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 177458.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 177458.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.00
< D_pt [m]: 8.30
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.461
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.461
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 255.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 196801.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 196801.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 18.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14459.43
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.461
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3340229E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.860
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 255.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 456383.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 456383.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
Rs_pt [kN]: 30594.09
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15609.33
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.00 2.00 13.8 0.00 177458.6 0.000000 0.000000 1 0.000000 0.000000 177458.6 * 1 GSS
2.00 8.30 18.0 6.30 196801.4 0.000000 14459.43 2 14459.43 0.000000 182341.9 2 PTS>GSC
8.30 15.5 18.0 7.20 456383.5 30594.09 15609.33 3 30068.75 30594.09 456908.9 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 177458.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 3.90

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.00
< D_pt [m]: 2.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 18.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.786E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 177458.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 177458.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.00
< D_pt [m]: 8.30
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.461
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.461
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 255.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 196801.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 196801.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 18.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.00
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14459.43
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.461
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3340229E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.860
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 255.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 456383.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 456383.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
Rs_pt [kN]: 30594.09
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15609.33
dW_pt_fun: END — >

< z_tip_verify [m]: 3.90
D [m]: 2.00
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 177458.6 *
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 177458.6
Qv_fmode, failure mode : 'GSS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.04
p0 [kPa]: 18.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.786E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 177458.6
Qv_GSS_fun: END — >

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.00
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.00
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 3.90

D_B_eq_sub: < — BEGIN
D [m]: 2.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 3.90
z2 [m]: 2.00
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 3.90
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.00
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 177458.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 177900.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 3.90
< i_sqc [-]: 1
< Qv_fmode [-]: GSS

D_B_eq_sub: < — BEGIN
D [m]: 2.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.10
< D_pt [m]: 2.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 18.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.827E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 181554.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 181554.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.10
< D_pt [m]: 8.30
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.462
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.462
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 253.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 195411.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 195411.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 18.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14124.82
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.462
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3303309E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.863
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 253.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 453239.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 453239.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
Rs_pt [kN]: 30480.91
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15494.04
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.10 2.10 13.8 0.00 181554.9 0.000000 0.000000 1 0.000000 0.000000 181554.9 2 GSS
2.10 8.30 18.0 6.20 195411.7 0.000000 14124.82 2 14124.82 0.000000 181286.9 * 1 PTS>GSC
8.30 15.5 18.0 7.20 453239.5 30480.91 15494.04 3 29618.86 30480.91 454101.6 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 181286.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.00

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.10
< D_pt [m]: 2.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 18.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.827E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 181554.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 181554.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.10
< D_pt [m]: 8.30
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.462
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.462
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 253.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 195411.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 195411.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 18.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.10
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14124.82
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 18.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 18.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 18.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 18.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.462
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3303309E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 18.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 18.0
lambda = D/B_eq [-]: 0.863
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.165E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 253.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 453239.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 453239.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
Rs_pt [kN]: 30480.91
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 18.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15494.04
dW_pt_fun: END — >

< z_tip_verify [m]: 4.00
D [m]: 2.10
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 181554.9
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 181286.9
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 18.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.827E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 181554.9
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.10
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.10
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.00

D_B_eq_sub: < — BEGIN
D [m]: 2.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.00
z2 [m]: 2.10
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.00
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.10
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 181286.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 181729.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.00
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.20
< D_pt [m]: 2.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 19.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.868E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 185666.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 185666.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.20
< D_pt [m]: 8.30
< B_pt [m]: 17.9

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.9
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.464
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.9
lambda = D/B_eq [-]: 0.464
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 251.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 194026.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 194026.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 17.9
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 17.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13793.98
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.9

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.9
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.464
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3266663E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.9
lambda = D/B_eq [-]: 0.867
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 251.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 450106.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 450106.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.9
Rs_pt [kN]: 30367.72
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15379.19
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.20 2.20 13.8 0.00 185666.7 0.000000 0.000000 1 0.000000 0.000000 185666.7 2 GSS
2.20 8.30 17.9 6.10 194026.9 0.000000 13793.98 2 13793.98 0.000000 180232.9 * 1 PTS>GSC
8.30 15.5 17.9 7.20 450106.1 30367.72 15379.19 3 29173.17 30367.72 451300.6 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 180232.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.10

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.20
< D_pt [m]: 2.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 19.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.868E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 185666.7
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 185666.7
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.20
< D_pt [m]: 8.30
< B_pt [m]: 17.9

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.9
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.464
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.9
lambda = D/B_eq [-]: 0.464
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.97
su0 * Nc0 [kPa]: 697.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 251.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 194026.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 194026.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 17.9
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.20
< B_pt [m]: 17.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13793.98
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.9

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.9

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.9
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.9
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.464
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3266663E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.9
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.9
lambda = D/B_eq [-]: 0.867
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.52
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 251.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 450106.1
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 450106.1
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.9
Rs_pt [kN]: 30367.72
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.9
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15379.19
dW_pt_fun: END — >

< z_tip_verify [m]: 4.10
D [m]: 2.20
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 185666.7
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 180232.9
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 19.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.868E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 185666.7
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.20
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.20
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.10

D_B_eq_sub: < — BEGIN
D [m]: 2.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.10
z2 [m]: 2.20
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.10
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.20
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 180232.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 180675.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.10
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.30
< D_pt [m]: 2.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 20.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.909E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 189794.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 189794.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.30
< D_pt [m]: 8.30
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.466
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.466
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 249.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 192646.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 192646.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 17.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13466.90
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.466
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3230288E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.870
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.53
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 249.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 446983.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 446983.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
Rs_pt [kN]: 30254.54
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15264.76
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.30 2.30 13.8 0.00 189794.1 0.000000 0.000000 1 0.000000 0.000000 189794.1 2 GSS
2.30 8.30 17.8 6.00 192646.9 0.000000 13466.90 2 13466.90 0.000000 179180.0 * 1 PTS>GSC
8.30 15.5 17.8 7.20 446983.2 30254.54 15264.76 3 28731.66 30254.54 448506.1 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 179180.0
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.20

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.30
< D_pt [m]: 2.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 20.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.909E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 189794.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 189794.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.30
< D_pt [m]: 8.30
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.466
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.466
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 772.
pi * B_eq * B_eq /4 [m^2]: 249.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 192646.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 192646.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 17.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13466.90
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.466
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3230288E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.870
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.53
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 249.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 446983.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 446983.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
Rs_pt [kN]: 30254.54
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15264.76
dW_pt_fun: END — >

< z_tip_verify [m]: 4.20
D [m]: 2.30
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 189794.1
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 179180.0
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 20.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.909E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 189794.1
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.30
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.30
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.20

D_B_eq_sub: < — BEGIN
D [m]: 2.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.20
z2 [m]: 2.30
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.20
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.30
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 179180.0
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 179622.2

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.20
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.40
< D_pt [m]: 2.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 21.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.951E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 193936.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 193936.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.40
< D_pt [m]: 8.30
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.468
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.468
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 248.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 191271.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 191271.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 17.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13143.55
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.468
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3194185E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.873
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.53
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 248.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 443870.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 443870.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
Rs_pt [kN]: 30141.35
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15150.76
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.40 2.40 13.8 0.00 193936.9 0.000000 0.000000 1 0.000000 0.000000 193936.9 2 GSS
2.40 8.30 17.8 5.90 191271.9 0.000000 13143.55 2 13143.55 0.000000 178128.3 * 1 PTS>GSC
8.30 15.5 17.8 7.20 443870.9 30141.35 15150.76 3 28294.31 30141.35 445717.9 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 178128.3
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.30

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.40
< D_pt [m]: 2.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 21.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.951E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 193936.9
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 193936.9
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.40
< D_pt [m]: 8.30
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.468
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.468
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 248.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 191271.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 191271.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 17.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.40
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13143.55
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.8

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.8

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.8
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.8
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.468
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3194185E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.8
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.8
lambda = D/B_eq [-]: 0.873
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.53
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 248.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 443870.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 443870.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
Rs_pt [kN]: 30141.35
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15150.76
dW_pt_fun: END — >

< z_tip_verify [m]: 4.30
D [m]: 2.40
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 193936.9
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 178128.3
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 21.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.951E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 193936.9
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.40
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.40
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.30

D_B_eq_sub: < — BEGIN
D [m]: 2.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.30
z2 [m]: 2.40
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.30
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.40
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 178128.3
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 178570.5

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.30
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.50
< D_pt [m]: 2.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 22.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.992E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 198095.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 198095.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.50
< D_pt [m]: 8.30
< B_pt [m]: 17.7

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.7
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.469
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.7
lambda = D/B_eq [-]: 0.469
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 246.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 189901.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 189901.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 17.7
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 17.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12823.92
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.7

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.7
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.469
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3158351E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.7
lambda = D/B_eq [-]: 0.876
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.54
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 246.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 440769.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 440769.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.7
Rs_pt [kN]: 30028.16
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15037.19
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.50 2.50 13.8 0.00 198095.1 0.000000 0.000000 1 0.000000 0.000000 198095.1 2 GSS
2.50 8.30 17.7 5.80 189901.7 0.000000 12823.92 2 12823.92 0.000000 177077.7 * 1 PTS>GSC
8.30 15.5 17.7 7.20 440769.2 30028.16 15037.19 3 27861.11 30028.16 442936.2 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 177077.7
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.40

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.50
< D_pt [m]: 2.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 22.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.992E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 198095.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 198095.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.50
< D_pt [m]: 8.30
< B_pt [m]: 17.7

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.7
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.469
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.7
lambda = D/B_eq [-]: 0.469
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.98
su0 * Nc0 [kPa]: 698.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 246.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 189901.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 189901.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 17.7
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.50
< B_pt [m]: 17.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12823.92
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.7

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.7

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.7
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.7
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.469
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3158351E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.7
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.7
lambda = D/B_eq [-]: 0.876
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.54
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 246.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 440769.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 440769.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.7
Rs_pt [kN]: 30028.16
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.7
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 15037.19
dW_pt_fun: END — >

< z_tip_verify [m]: 4.40
D [m]: 2.50
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 198095.1
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 177077.7
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.05
p0 [kPa]: 22.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.992E+05
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 198095.1
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.50
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.50
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.40

D_B_eq_sub: < — BEGIN
D [m]: 2.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.40
z2 [m]: 2.50
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.40
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.50
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 177077.7
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 177519.9

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.40
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.60
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.60
< D_pt [m]: 2.60
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 23.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.103E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 202268.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 202268.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.60
< D_pt [m]: 8.30
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.471
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.471
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 244.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 188536.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 188536.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 17.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12507.99
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.471
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3122787E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.880
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.54
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 244.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 437678.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 437678.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
Rs_pt [kN]: 29914.98
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14924.04
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.60 2.60 13.8 0.00 202268.6 0.000000 0.000000 1 0.000000 0.000000 202268.6 2 GSS
2.60 8.30 17.6 5.70 188536.3 0.000000 12507.99 2 12507.99 0.000000 176028.3 * 1 PTS>GSC
8.30 15.5 17.6 7.20 437678.0 29914.98 14924.04 3 27432.03 29914.98 440161.0 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 176028.3
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.50

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.60
< D_pt [m]: 2.60
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 23.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.103E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 202268.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 202268.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.60
< D_pt [m]: 8.30
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.471
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.471
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 244.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 188536.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 188536.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 17.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.60
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12507.99
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.471
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3122787E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.880
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.54
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.179E+04
pi * B_eq * B_eq /4 [m^2]: 244.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 437678.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 437678.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
Rs_pt [kN]: 29914.98
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14924.04
dW_pt_fun: END — >

< z_tip_verify [m]: 4.50
D [m]: 2.60
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 202268.6
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 176028.3
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 23.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.103E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 202268.6
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.60
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.60
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.50

D_B_eq_sub: < — BEGIN
D [m]: 2.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.50
z2 [m]: 2.60
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.50
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.60
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.60
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 176028.3
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 176470.5

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.50
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.70
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.70
< D_pt [m]: 2.70
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 24.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.108E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 206457.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 206457.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.70
< D_pt [m]: 8.30
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.473
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.473
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 242.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 187175.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 187175.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 17.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12195.74
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.473
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3087491E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.883
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 242.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 434597.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 434597.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
Rs_pt [kN]: 29801.79
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14811.32
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.70 2.70 13.8 0.00 206457.4 0.000000 0.000000 1 0.000000 0.000000 206457.4 2 GSS
2.70 8.30 17.6 5.60 187175.9 0.000000 12195.74 2 12195.74 0.000000 174980.1 * 1 PTS>GSC
8.30 15.5 17.6 7.20 434597.4 29801.79 14811.32 3 27007.06 29801.79 437392.2 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 174980.1
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.60

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.70
< D_pt [m]: 2.70
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 24.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.108E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 206457.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 206457.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.70
< D_pt [m]: 8.30
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.473
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.473
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 773.
pi * B_eq * B_eq /4 [m^2]: 242.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 187175.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 187175.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 17.6
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.70
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 12195.74
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.6

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.6

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.6
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.6
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.473
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3087491E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.6
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.6
lambda = D/B_eq [-]: 0.883
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 242.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 434597.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 434597.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
Rs_pt [kN]: 29801.79
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.6
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14811.32
dW_pt_fun: END — >

< z_tip_verify [m]: 4.60
D [m]: 2.70
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 206457.4
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 174980.1
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.70
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 24.3
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.108E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 206457.4
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.70
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.70
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.60

D_B_eq_sub: < — BEGIN
D [m]: 2.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.60
z2 [m]: 2.70
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.60
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.70
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.70
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.70
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 174980.1
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 175422.3

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.60
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.80
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.80
< D_pt [m]: 2.80
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 25.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.112E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 210661.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 210661.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.80
< D_pt [m]: 8.30
< B_pt [m]: 17.5

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.5
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.475
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.5
lambda = D/B_eq [-]: 0.475
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 240.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 185820.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 185820.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 17.5
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 17.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11887.15
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.5

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.5
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.475
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3052461E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.5
lambda = D/B_eq [-]: 0.886
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 240.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 431527.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 431527.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.5
Rs_pt [kN]: 29688.61
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14699.03
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.80 2.80 13.8 0.00 210661.2 0.000000 0.000000 1 0.000000 0.000000 210661.2 2 GSS
2.80 8.30 17.5 5.50 185820.3 0.000000 11887.15 2 11887.15 0.000000 173933.1 * 1 PTS>GSC
8.30 15.5 17.5 7.20 431527.5 29688.61 14699.03 3 26586.18 29688.61 434629.9 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 173933.1
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.70

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.80
< D_pt [m]: 2.80
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 25.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.112E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 210661.2
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 210661.2
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.80
< D_pt [m]: 8.30
< B_pt [m]: 17.5

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.5
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.475
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.5
lambda = D/B_eq [-]: 0.475
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 240.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 185820.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 185820.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 17.5
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.80
< B_pt [m]: 17.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11887.15
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.5

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.5

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.5
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.5
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.475
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3052461E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.5
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.5
lambda = D/B_eq [-]: 0.886
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 240.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 431527.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 431527.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.5
Rs_pt [kN]: 29688.61
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.5
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14699.03
dW_pt_fun: END — >

< z_tip_verify [m]: 4.70
D [m]: 2.80
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 210661.2
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 173933.1
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.80
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 25.2
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.112E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 210661.2
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.80
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.80
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.70

D_B_eq_sub: < — BEGIN
D [m]: 2.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.70
z2 [m]: 2.80
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.70
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.80
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.80
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.80
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 173933.1
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 174375.3

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.70
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 2.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.90
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.90
< D_pt [m]: 2.90
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 26.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.116E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 214880.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 214880.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.90
< D_pt [m]: 8.30
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.476
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.476
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 238.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 184469.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 184469.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 17.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11582.20
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.476
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3017698E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.890
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 238.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 428468.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 428468.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
Rs_pt [kN]: 29575.42
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14587.16
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
2.90 2.90 13.8 0.00 214880.1 0.000000 0.000000 1 0.000000 0.000000 214880.1 2 GSS
2.90 8.30 17.4 5.40 184469.6 0.000000 11582.20 2 11582.20 0.000000 172887.4 * 1 PTS>GSC
8.30 15.5 17.4 7.20 428468.0 29575.42 14587.16 3 26169.36 29575.42 431874.1 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 172887.4
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.80

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 2.90
< D_pt [m]: 2.90
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 26.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.116E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 214880.1
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 214880.1
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 2.90
< D_pt [m]: 8.30
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.476
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.476
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 6.99
su0 * Nc0 [kPa]: 699.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 238.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 184469.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 184469.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 17.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 2.90
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11582.20
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.476
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.3017698E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.890
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.55
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 238.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 428468.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 428468.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
Rs_pt [kN]: 29575.42
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14587.16
dW_pt_fun: END — >

< z_tip_verify [m]: 4.80
D [m]: 2.90
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 214880.1
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 172887.4
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 2.90
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 26.1
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.116E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 214880.1
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 2.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 2.90
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 2.90
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.80

D_B_eq_sub: < — BEGIN
D [m]: 2.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.80
z2 [m]: 2.90
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.80
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 2.90
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 2.90
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 2.90
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 172887.4
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 173329.5

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.80
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.00
< D_pt [m]: 3.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 27.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.120E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 219114.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 219114.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.00
< D_pt [m]: 8.30
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.478
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.478
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 237.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 183123.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 183123.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 17.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11280.87
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.478
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2983199E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.893
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.56
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 237.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 425419.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 425419.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
Rs_pt [kN]: 29462.24
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14475.73
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.00 3.00 13.8 0.00 219114.0 0.000000 0.000000 1 0.000000 0.000000 219114.0 2 GSS
3.00 8.30 17.4 5.30 183123.7 0.000000 11280.87 2 11280.87 0.000000 171842.8 * 1 PTS>GSC
8.30 15.5 17.4 7.20 425419.2 29462.24 14475.73 3 25756.60 29462.24 429124.8 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 171842.8
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 4.90

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.00
< D_pt [m]: 3.00
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 27.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.120E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 219114.0
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 219114.0
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.00
< D_pt [m]: 8.30
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.478
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.478
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 774.
pi * B_eq * B_eq /4 [m^2]: 237.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 183123.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 183123.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 17.4
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.00
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 11280.87
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.4

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.4

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.4
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.4
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.478
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2983199E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.4
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.4
lambda = D/B_eq [-]: 0.893
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.56
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 237.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 425419.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 425419.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
Rs_pt [kN]: 29462.24
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.4
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14475.73
dW_pt_fun: END — >

< z_tip_verify [m]: 4.90
D [m]: 3.00
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 219114.0
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 171842.8
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.00
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.06
p0 [kPa]: 27.0
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.120E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 219114.0
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.00
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.00
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 4.90

D_B_eq_sub: < — BEGIN
D [m]: 3.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 4.90
z2 [m]: 3.00
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 4.90
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.00
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.00
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.00
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 171842.8
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 172285.0

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 4.90
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.10
< D_pt [m]: 3.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 27.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.124E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 223362.8
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 223362.8
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.10
< D_pt [m]: 8.30
< B_pt [m]: 17.3

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.3
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.480
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.3
lambda = D/B_eq [-]: 0.480
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 235.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 181782.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 181782.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 17.3
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 17.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10983.15
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.3

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.3
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.480
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2948965E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.3
lambda = D/B_eq [-]: 0.897
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.56
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 235.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 422380.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 422380.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.3
Rs_pt [kN]: 29349.05
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14364.72
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.10 3.10 13.8 0.00 223362.8 0.000000 0.000000 1 0.000000 0.000000 223362.8 2 GSS
3.10 8.30 17.3 5.20 181782.7 0.000000 10983.15 2 10983.15 0.000000 170799.6 * 1 PTS>GSC
8.30 15.5 17.3 7.20 422380.9 29349.05 14364.72 3 25347.87 29349.05 426382.1 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 170799.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 5.00

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.10
< D_pt [m]: 3.10
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 27.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.124E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 223362.8
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 223362.8
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.10
< D_pt [m]: 8.30
< B_pt [m]: 17.3

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.3
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.480
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.3
lambda = D/B_eq [-]: 0.480
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 235.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 181782.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 181782.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 17.3
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.10
< B_pt [m]: 17.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10983.15
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.3

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.3

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.3
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.3
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.480
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2948965E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.3
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.3
lambda = D/B_eq [-]: 0.897
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.56
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 235.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 422380.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 422380.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.3
Rs_pt [kN]: 29349.05
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.3
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14364.72
dW_pt_fun: END — >

< z_tip_verify [m]: 5.00
D [m]: 3.10
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 223362.8
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 170799.6
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.10
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 27.9
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.124E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 223362.8
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.10
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.10
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 5.00

D_B_eq_sub: < — BEGIN
D [m]: 3.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 5.00
z2 [m]: 3.10
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 5.00
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.10
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.10
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.10
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 170799.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 171241.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 5.00
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.20
< D_pt [m]: 3.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 28.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.129E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 227626.3
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 227626.3
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.20
< D_pt [m]: 8.30
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.482
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.482
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 233.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 180446.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 180446.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 17.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10689.01
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.482
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2914993E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.900
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.57
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 233.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 419353.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 419353.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
Rs_pt [kN]: 29235.86
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14254.13
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.20 3.20 13.8 0.00 227626.3 0.000000 0.000000 1 0.000000 0.000000 227626.3 2 GSS
3.20 8.30 17.2 5.10 180446.6 0.000000 10689.01 2 10689.01 0.000000 169757.6 * 1 PTS>GSC
8.30 15.5 17.2 7.20 419353.3 29235.86 14254.13 3 24943.14 29235.86 423646.0 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 169757.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 5.10

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.20
< D_pt [m]: 3.20
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 28.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.129E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 227626.3
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 227626.3
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.20
< D_pt [m]: 8.30
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.482
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.482
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 233.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 180446.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 180446.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 17.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.20
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10689.01
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.482
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2914993E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.900
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.57
su0 * Nc0 [kPa]: 0.166E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 233.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 419353.3
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 419353.3
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
Rs_pt [kN]: 29235.86
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14254.13
dW_pt_fun: END — >

< z_tip_verify [m]: 5.10
D [m]: 3.20
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 227626.3
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 169757.6
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.20
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 28.8
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.129E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 227626.3
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.20
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.20
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 5.10

D_B_eq_sub: < — BEGIN
D [m]: 3.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 5.10
z2 [m]: 3.20
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 5.10
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.20
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.20
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.20
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 169757.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 170199.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 5.10
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.30
< D_pt [m]: 3.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 29.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.133E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 231904.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 231904.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.30
< D_pt [m]: 8.30
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.484
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.484
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 231.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 179115.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 179115.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 17.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10398.44
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.484
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2881283E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.904
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.57
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 231.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 416336.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 416336.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
Rs_pt [kN]: 29122.68
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14143.98
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.30 3.30 13.8 0.00 231904.6 0.000000 0.000000 1 0.000000 0.000000 231904.6 2 GSS
3.30 8.30 17.2 5.00 179115.4 0.000000 10398.44 2 10398.44 0.000000 168716.9 * 1 PTS>GSC
8.30 15.5 17.2 7.20 416336.2 29122.68 14143.98 3 24542.42 29122.68 420916.4 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 168716.9
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 5.20

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.30
< D_pt [m]: 3.30
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 29.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.133E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 231904.6
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 231904.6
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.30
< D_pt [m]: 8.30
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.484
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.484
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.00
su0 * Nc0 [kPa]: 700.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 231.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 179115.4
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 179115.4
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 17.2
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10398.44
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.2

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.2

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.2
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.2
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.484
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2881283E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.2
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.2
lambda = D/B_eq [-]: 0.904
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.57
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 231.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 416336.2
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 416336.2
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
Rs_pt [kN]: 29122.68
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.2
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14143.98
dW_pt_fun: END — >

< z_tip_verify [m]: 5.20
D [m]: 3.30
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 231904.6
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 168716.9
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.30
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 29.7
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.133E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 231904.6
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.30
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.30
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 5.20

D_B_eq_sub: < — BEGIN
D [m]: 3.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 5.20
z2 [m]: 3.30
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 5.20
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.30
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.30
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.30
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 168716.9
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 169159.1

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 5.20
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.40
< D_pt [m]: 3.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 30.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.137E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 236197.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 236197.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.40
< D_pt [m]: 8.30
< B_pt [m]: 17.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.486
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.1
lambda = D/B_eq [-]: 0.486
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.01
su0 * Nc0 [kPa]: 701.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 229.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 177789.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 177789.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 17.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 17.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10111.41
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.486
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2847835E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.1
lambda = D/B_eq [-]: 0.907
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.58
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 229.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 413329.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 413329.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.1
Rs_pt [kN]: 29009.49
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14034.25
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.40 3.40 13.8 0.00 236197.4 0.000000 0.000000 1 0.000000 0.000000 236197.4 2 GSS
3.40 8.30 17.1 4.90 177789.0 0.000000 10111.41 2 10111.41 0.000000 167677.6 * 1 PTS>GSC
8.30 15.5 17.1 7.20 413329.6 29009.49 14034.25 3 24145.66 29009.49 418193.5 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 167677.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 5.30

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.40
< D_pt [m]: 3.40
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 30.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.137E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 236197.4
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 236197.4
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.40
< D_pt [m]: 8.30
< B_pt [m]: 17.1

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.1
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.486
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.1
lambda = D/B_eq [-]: 0.486
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.01
su0 * Nc0 [kPa]: 701.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 775.
pi * B_eq * B_eq /4 [m^2]: 229.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 177789.0
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 177789.0
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 17.1
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.40
< B_pt [m]: 17.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 10111.41
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.1

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.1

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.1
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.1
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.486
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2847835E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.1
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.1
lambda = D/B_eq [-]: 0.907
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.58
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 229.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 413329.6
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 413329.6
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.1
Rs_pt [kN]: 29009.49
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.1
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 14034.25
dW_pt_fun: END — >

< z_tip_verify [m]: 5.30
D [m]: 3.40
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 236197.4
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 167677.6
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.40
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 30.6
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.137E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 236197.4
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.40
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.40
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 5.30

D_B_eq_sub: < — BEGIN
D [m]: 3.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 5.30
z2 [m]: 3.40
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 5.30
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.40
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.40
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.40
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 167677.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 168119.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 5.30
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.50
< D_pt [m]: 3.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 31.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.142E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 240504.8
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 240504.8
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.50
< D_pt [m]: 8.30
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.488
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.488
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.01
su0 * Nc0 [kPa]: 701.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 776.
pi * B_eq * B_eq /4 [m^2]: 228.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 176467.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 176467.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 17.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 17.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9827.913
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.488
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2814646E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.911
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.58
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 228.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 410333.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 410333.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.0
Rs_pt [kN]: 28896.31
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13924.95
dW_pt_fun: END — >

D D_pt B_pt T_pt Q_ub Rs_pt dW_pt lay_D_pt sum_W_pt sum_Rs_pt Qv_D . Qv_fmode
[m] [m] [m] [m] [kN] [kN] [kN] [-] [kN] [kN] [kN]
3.50 3.50 13.8 0.00 240504.8 0.000000 0.000000 1 0.000000 0.000000 240504.8 2 GSS
3.50 8.30 17.0 4.80 176467.5 0.000000 9827.913 2 9827.913 0.000000 166639.6 * 1 PTS>GSC
8.30 15.5 17.0 7.20 410333.7 28896.31 13924.95 3 23752.86 28896.31 415477.1 3 PTS>PTC>GSC
> Qv_Dpt [kN]: 166639.6
Qv_Dpt_sub: END — >

ioutd_z_tip_verify: < — BEGIN
< z_tip_verify [m]: 5.40

Qv, GROSS resistances at foundation depth D ——:
————————————————–:

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.50
< D_pt [m]: 3.50
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 31.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.142E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 240504.8
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 240504.8
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.50
< D_pt [m]: 8.30
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.488
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.488
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.01
su0 * Nc0 [kPa]: 701.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 776.
pi * B_eq * B_eq /4 [m^2]: 228.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 176467.5
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 176467.5
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 17.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.50
< B_pt [m]: 17.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9827.913
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.488
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2814646E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.911
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.58
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0 [kPa]: 0.180E+04
pi * B_eq * B_eq /4 [m^2]: 228.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 410333.7
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 0.00
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 410333.7
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.0
Rs_pt [kN]: 28896.31
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 8.30
< B_pt [m]: 17.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 13924.95
dW_pt_fun: END — >

< z_tip_verify [m]: 5.40
D [m]: 3.50
B_eq [m]: 13.8
lay_num (D) [-]: 1
is_D_clay [t/f]: F

Qv_GSS, ISO 19905-1 Equation A.9.3-8,
GSS general shear resistance in SAND [kN]: 240504.8
Qv_GSC, ISO 19905-1 Equation A.9.3-7,
GSC general shear resistance in CLAY [kN]: 1000000.
Qv_SQC, ISO 19905-1 Equation A.9.3-10,
SQC squeezing resistance in CLAY [kN]: 1000000.
Qv_D_clay, GSC or SQC in CLAY [kN]: 1000000.
Qub_D, GROSS resistance (GSS, GSC/SQC) [kN]: 166639.6
Qv_fmode, failure mode : 'PTS'

Qv_GSS_fun: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.50
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.07
p0 [kPa]: 31.5
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.142E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 240504.8
Qv_GSS_fun: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

Qv, GROSS resistances at PUNCHED THROUGH depth D = D_PT:
——————————————————–
GSC’

V_L, spudcan GROSS ultimate bearing resistance at foundation depth D ——:

D_B_eq_sub: < — BEGIN
D [m]: 3.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

H_cav_fun: < — BEGIN
< D [m]: 3.50
< B_eq [m]: 13.8
< I_BF [-]: 1

< D_top_first_SAND_layer [m]: 0.00
H_cav, ISO 19905-1 Eq. 9.3-3 [m]: 3.50
H_cav_fun: END — >

B_S_fun: < — BEGIN
< z_tip [m]: 5.40

D_B_eq_sub: < — BEGIN
D [m]: 3.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

z1 [m]: 5.40
z2 [m]: 3.50
gamma_sub_av [kN/m^3]: 9.00
V_D [kN]: 49.1
> B_S = gamma_sub_av*V_D [kN]: 442.1905
B_S_fun: END — >

W_BF_fun: < — BEGIN
< z_tip [m]: 5.40
< I_BF [-]: 1

D_B_eq_sub: < — BEGIN
D [m]: 3.50
> B_eq [m]: 13.8
D_B_eq_sub: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.50
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

—————————————–
H_CAV, ISO 19905-1 Eq.A.9.3-3,
cavity depth [m bsf]: 3.50
V_SPUD, ISO 19905-1 Fig.A.9.3-6, row1,
spudcan total volume BENEATH BACKFILL [m^3]: 49.1
V_D, ISO 19905-1 Fig.A.9.3-6, row2,
spudcan total volume BELOW MAXIMUM BEARING AREA [m^3]: 49.1
W_BF, ISO 19905-1 Eq.A.9.3-2,
backfill weight due to backflow,
W_BF = gamma [A (D – H_CAV) – (V_SPUD – V_D)] [kN]: 0.1000000E-02

QV_DPT, spudcan NETT resistance at depth D [kN]: 166639.6
B_S, soil buoyancy of spudcan BELOW MAXIMUM BEARING AREA [kN]: 442.1905
i.e. soil submerged weight displaced by spudcan below D [D is MAX AREA].
W_BF, backfill weight due to backflow [kN]: 0.1000000E-02
> V_L, spudcan GROSS ultimate bearing resistance
ie V_L = QV_DPT – W_BF + B_S [kN]: 167081.8

ioutd_z_tip_verify: END — >

soil_mat_adjust: < — BEGIN
< z_tip [m]: 5.40
< i_sqc [-]: 1
GSC

D_B_eq_sub: < — BEGIN
D [m]: 3.60
> B_eq [m]: 13.8
D_B_eq_sub: END — >

sp_beta_fun: < — BEGIN
sp_beta [rad]: 2.86
> sp_beta/deg [deg]: 164.
sp_beta_fun: END — >

gamma_sub_av [kN/m^3]: 9.00
A [m^2]: 150.
H_cav [m]: 3.60
V_spud [m^3]: 49.1
V_D [m^3]: 49.1
W_BF = gamma_sub_av [ A (D – H_cav) – (V_spud – V_D ) ]
> W_BF [kN]: 0.1000000E-02
W_BF_fun: END — >

Qv_Dpt_sub: < — BEGIN
< D [m]: 3.60
< B_eq [m]: 13.8

Q_ub_sub: < — BEGIN
< D [m]: 3.60
< D_pt [m]: 3.60
< B_pt [m]: 13.8

Qv_GSS_fun: < — BEGIN
< D [m]: 3.60
< B_eq [m]: 13.8

phi_av_fun: < — BEGIN
< z1 [m]: 3.60
phi_av [rad]: 0.489
> phi_av/deg [deg]: 28.0
phi_av_fun : END — >

is_D_clay [t/f]: F
gamma_sub_av [kN/m^3]: 9.00
phi_rad_av [rad]: 0.489
phi_rad_av/deg [deg]: 28.0
N_gamma [-]: 10.6
N_q [-]: 27.9
d_gamma [-]: 1.00
d_q [-]: 1.08
p0 [kPa]: 32.4
gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8
[kN]: 0.989E+05
p0*d_q*N_q*pi*B_eq*B_eq/4 [kN]: 0.146E+06
Qv_GSS = gamma_sub_av*D_gamma*N_gamma*pi*B_eq*B_eq*B_eq/8 + p0*d_q*N_q*pi*B_eq*B_eq/4
> Qv_GSS [kN]: 244826.5
Qv_GSS_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 28.0
> Q_ub [kN]: 244826.5
> Qv_fmode_pt :GSS
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.60
< B_pt [m]: 13.8
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.60
< B_pt [m]: 13.8
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 0.000000
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 3.60
< D_pt [m]: 8.30
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 8.30
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 8.30
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 8.30
T_sq [m]: 7.20
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 7.20
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 21.8
* B_eq > T_sq/b_sq [t/f]: F
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.490
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 1000000.
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 8.30
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 8.30
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 100.
D [m]: 8.30
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 100.
sum_modified = max(sum,0) [kPa]: 100.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.490
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.01
su0 * Nc0 [kPa]: 701.
p0 [kPa]: 74.7
su0*Nc0 + p0 [kPa]: 776.
pi * B_eq * B_eq /4 [m^2]: 226.
Qv_GSC = ( su0*Nc0 + p0 ) * pi * B_eq * B_eq / 4
> Qv_GSC [kN]: 175150.9
Qv_GSC_fun: END — >

phi_lay_deg1 [deg]: 28.0
phi_lay_deg2 [deg]: 0.00
> Q_ub [kN]: 175150.9
> Qv_fmode_pt :GSC
Q_ub_sub: END — >

Rs_pt_fun: < — BEGIN
< D [m]: 3.60
< B_pt [m]: 17.0
Rs_pt [kN]: 0.000000
Rs_pt_fun: END — >

dW_pt_fun: < — BEGIN
< D [m]: 3.60
< B_pt [m]: 17.0
dW_pt = A_pt * T_pt * gamma_sub_av [kN]: 9547.926
dW_pt_fun: END — >

Q_ub_sub: < — BEGIN
< D [m]: 8.30
< D_pt [m]: 15.5
< B_pt [m]: 17.0

Qv_SQC_fun: < — BEGIN
< D [m]: 15.5
< B_eq [m]: 17.0

ZTOP_sq_fun: < — BEGIN
< D [m]: 15.5
ZTOP_sq_fun [m bsf]: 8.30
ZTOP_sq_fun: END — >

T_sq_fun: < — BEGIN
< D [m]: 15.5
T_sq [m]: 0.100E-02
T_sq_fun: END — >

is_D_clay [t/f]: T
T_sq [m]: 0.100E-02
b_sq [-]: 0.330
B_eq [m]: 17.0
T_sq/b_sq [m]: 0.303E-02
* B_eq > T_sq/b_sq [t/f]: T
ztop_sq [m bsf]: 8.30
B_eq [m]: 17.0
ztop_sq/B_eq (i.e. ‘D/B’) [-]: 0.490
* ‘D/B’ T_sq/b_sq] & [‘D/B’ Qv_SQC [kN]: 0.2781716E+09
Qv_SQC_fun: END — >

Qv_GSC_fun: < — BEGIN
< D [m bsf]: 15.5
< B_eq [m]: 17.0
< sp_beta [rad]: 3.14
< sp_beta/deg [deg]: 180.

rho_av_fun: < — BEGIN
< D [m]: 15.5
rho_av [kPa/m]: 0.00
rho_av_fun: END — >

is_D_clay [t/f]: T
rho_av [kPa/m]: 0.00
su0 [kPa]: 220.
D [m]: 15.5
z_top_first_CLAY_layer_aboveD [m bsf]: 8.30
sum = su0 – rho_av*D [kPa]: 220.
sum_modified = max(sum,0) [kPa]: 220.
kappa_m = rho_av*B_eq/sum_modified [-]: 0.00
kappa_m_modified = max(kappa_m,5) [-]: 0.00
B_eq [m]: 17.0
lambda = D/B_eq [-]: 0.914
kappa_0=kappa_mod/(lambda*kappa_mod+1)[-]: 0.00
sp_beta/deg [deg]: 180.
sp_alpha [-]: 0.600
Nc0 [-]: 7.58
su0 * Nc0 [kPa]: 0.167E+04
p0 [kPa]: 136.
su0*Nc0 + p0