Input: Submitted Form Data

Create New

Output: Calculated Data

Download Files
Edit Current
1. Report: Project Identification Data
Report Name:RFK TEST
Author Name:RFK
Project
Upload Image
Client
Client Company:Test Client
2. Ground Model Data
Number of Different Ground Models1
Load Soil Data MatrixSet # of Soil Layers
Soil Layer Data Matrix
3. Spudcan Foundation Geometry Data
Spudcan ShapeCircular (Steel) Caisson
Spudcan Volume Calculation Mode1
4. Spudcan Interaction Data: Analysis / Methods
Select GSC: Analysis Methods1
SQC - Squeezing Clay Method
  • 2
Soil Backflow Pointer0
Squeezing Clay Mode Pointer0
5. Spudcan Restistance Data
Select Detailed Results Pointer2
6. Output File Control Data
Edit your submitted input file: Click Here

Files

  • DOWNLOAD: Raw Data
  • DOWNLOAD: All Files
7. Output
output_available1
Terminal output

p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 15:29:34 on 07-SEP-2023
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].

RUN TITLE

iso_19905_1: nlines_errors : 1
iso_19905_1: nlines_warnings: 0

ERROR. gmdata: number of soil layers NUMSL must be at least 1.

iso_19905_1: fatal error(s). STOP.

Output file contents

p r o g r a m I S O _ 1 9 9 0 5 _ 1 w32 version 00.11
------------------------------------ at 15:29:34 on 07-SEP-2023
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: < --- BEGIN
numsl
0

iso_19905_1: nlines_errors : 1
iso_19905_1: nlines_warnings: 0

ERROR. gmdata: number of soil layers NUMSL must be at least 1.

iso_19905_1: fatal error(s). STOP.
View profile

Spudcan Geometry

Generated Table

wdt_ID Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
1 0 9 0 0 30
2 6 7 45 45 37
Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
∑ = 6 ∑ = 16 ∑ = 45 ∑ = 45 ∑ = 67
Avg = 6,00 Avg = 8,00 Avg = 45,00 Avg = 45,00 Avg = 33,50
Min = 0 Min = 7 Min = 0 Min = 0 Min = 30
Max = 6 Max = 9 Max = 45 Max = 45 Max = 37

Ground Model Data

Resistance Data

Generated Table

wdt_ID Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
1 0 9 0 0 30
2 6 7 45 45 37
Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
∑ = 6 ∑ = 16 ∑ = 45 ∑ = 45 ∑ = 67
Avg = 6,00 Avg = 8,00 Avg = 45,00 Avg = 45,00 Avg = 33,50
Min = 0 Min = 7 Min = 0 Min = 0 Min = 30
Max = 6 Max = 9 Max = 45 Max = 45 Max = 37

Generated Results

Generated Table

wdt_ID Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
1 0 9 0 0 30
2 6 7 45 45 37
Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
∑ = 6 ∑ = 16 ∑ = 45 ∑ = 45 ∑ = 67
Avg = 6,00 Avg = 8,00 Avg = 45,00 Avg = 45,00 Avg = 33,50
Min = 0 Min = 7 Min = 0 Min = 0 Min = 30
Max = 6 Max = 9 Max = 45 Max = 45 Max = 37

Generated Results

Generated Table

wdt_ID Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
1 0 9 0 0 30
2 6 7 45 45 37
Zdep [m] Bden [kN/m^3] Su Top [kPa] Su_Bot [kPa] Phi [deg]
∑ = 6 ∑ = 16 ∑ = 45 ∑ = 45 ∑ = 67
Avg = 6,00 Avg = 8,00 Avg = 45,00 Avg = 45,00 Avg = 33,50
Min = 0 Min = 7 Min = 0 Min = 0 Min = 30
Max = 6 Max = 9 Max = 45 Max = 45 Max = 37