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SelectCreate
Unique IDSPUD05b87
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1. Report: Project Identification Data
Report Name:LPa
Author Name:Sumanth
Author Title:Sumanth
Author Email:sumanth@sarathygeotech.com
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1.1 Project
Project Name:LPA
Project Location:India
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1.2 Client
Client Company:SGES
Client Name:SGES
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2. Ground Model Data
Number of Different Ground Models1
Load Soil Data MatrixManual add Layers
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Soil Layer Data Matrix
List
Top Depth [m bsf] Top Buoyant / Submerged Unit Weight [kN/m3] Bottom Undrained Shear Strenght [kPa] Top Undrained Shear Strength [kPa] Effective Internal Friction Angle [deg] Layer Description
0 7.5 25 SAND
1.5 6 5 10 CLAY
5 9 30 SAND
14 9.5 30 SAND
20 9.5 35 SAND
40 10 35 SAND
Top Depth [m bsf]
  • 1.5
  • 5
  • 14
  • 20
  • 40
Top Buoyant / Submerged Unit Weight [kN/m3]
  • 7.5
  • 6
  • 9
  • 9.5
  • 9.5
  • 10
Bottom Undrained Shear Strenght [kPa]
  • 5
Top Undrained Shear Strength [kPa]
  • 10
Bottom Undrained Shear Strenght [kPa]
  • 25
  • 30
  • 30
  • 35
  • 35
Effective Internal Friction Angle [deg]
  • SAND
  • CLAY
  • SAND
  • SAND
  • SAND
  • SAND
Base Depth47
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3. Spudcan Foundation Geometry Data
Spudcan Jack-Up NameJUB
Spudcan ShapeCircular (Steel) Caisson
Maximum Leg Preload [kN]32380
Light Ship Leg Load [kN]21610
Spudcan Volume Calculation Mode2
Spudcan Volume [m3]287.7
Number of Different Spudcan Width and Heights1
Spudcan(s) Width and Height
Spudcan Name Spudcan Width B [m] Height Above Spudcan Tip [m] Description
JUB 12.2 2.78
Spudcan Name
  • JUB
Spudcan Width B [m]
  • 12.2
Height Above Spudcan Tip [m]
  • 2.78
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4. Spudcan Interaction Data: Analysis / Methods
Select GSC: Analysis Methods2
PTS - Punch Through Sand Method
  • 2
Hanna and Meyerhof (1980)2
Soil Backflow Pointer0
Squeezing Clay Mode Pointer0
5. Spudcan Restistance Data
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6. Output File Control Data