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Spudpen

1. Project Identification Data

1.1
Hidden
1.2

Project

1.6
DD slash MM slash YYYY
1.8
1.7

Client

2. Ground Model Data

2.2
Number of Different Ground Models
2.1
Load Soil Data Matrix
Max. file size: 10 MB.
Download Template (link)
2.3 – Max. 20
Soil Layer Data
Top Depth [m bsf]
Top Buoyant / Submerged Unit Weight [kN/m3]
Bottom Submerged Unit Weight [kN/m3]
Top Undrained Shear Strength [kPa]
Bottom Undrained Shear Strenght [kPa]
Effective Internal Friction Angle [deg]
Layer Description
 
2.4 Max 200 – Z_BOT must exceed 1.5 caisson embedment length L. Reasons include (a) caisson converged solution length can exceed guess length L and (b) averaging su below caisson tip level.
2.5

3. Spudcan Foundation Geometry Data

3.1
3.2
3.3
3.3
Spudcan Volume Calculation Mode
3.4
3.5
3.6
Spudcan(s) Width and Height
Spudcan Name
Spudcan Width B [m]
Height Above Spudcan Tip [m]
Description
 
3.7

4. Spudcan Interaction Data: Analysis / Methods

Select GSC: Analysis Methods
4.1
SQC – Squeezing Clay Method
4.2
PTS – Punch Through Sand Method
4.2
PTC – Punch Through Clay Method
4.2
Soil Backflow Pointer
4.3 – ZERO cavity height when full immediate backflow
Squeezing Clay Mode Pointer
4.3
4.4

5. Spudcan Restistance Data

5.1 – tan(φ) and γsub_averaging with depth below D
5.1 – tan(φ) and γsub_averaging with depth below D
5.2
5.2 – Only used for clay method
5.3
5.4 – Only used for punch-through sand

6. Output File Control Data

Select Detailed Results Pointer
Spudpen computes resistance profiles from depth – to ZBOT in 0.10 m. increments.
Spudpen computes resistance profiles from depth – to ZBOT in 0.10 m. increments.