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Calculate the minimum and maximum axial compressive capacity of a 1.2 m diameter closed- ended steel tube pile driven 20 m into the soil profile given in Table 8-1. 8. Table 8-1 Soil profile and properties Soil type Unit weight kN/m3 Angle of shearing resistance Undrained Depth below Cohesion shear kPa ground surface strength КРа m 0 - 3.0 recently deposited made ground soft clay 18 23 3.0 - 8.0 8.0 - 30.0 16 15 dense sand 21 37

Calculate the minimum and maximum axial compressive capacity of a 1.2 m diameter closed- ended steel tube pile driven 20 m into the soil profile given in Table 8-1. 8. Table 8-1 Soil profile and properties Soil type Unit weight kN/m3 Angle of shearing resistance Undrained Depth below Cohesion shear kPa ground surface strength КРа m 0 - 3.0 recently deposited made ground soft clay 18 23 3.0 - 8.0 8.0 - 30.0 16 15 dense sand 21 37

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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8. Calculate the minimum and maximum axial compressive capacity of a 1.2 m diameter closed- ended steel tube pile driven 20 m into the soil profile given in Table 8-1. Table 8-1 Soil profile and properties Angle of shearing resistance Soil type Depth below Unit Undrained Cohesion shear weight kN/m3 kPa ground surface strength kPa 0 - 3.0 recently deposited made ground soft clay 18 23 3.0 - 8.0 16 15 8.0 - 30.0 dense sand 21 37 Ground water profile: hydrostatic with phreatic surface at 3 m.
Transcribed Image Text:8. Calculate the minimum and maximum axial compressive capacity of a 1.2 m diameter closed- ended steel tube pile driven 20 m into the soil profile given in Table 8-1. Table 8-1 Soil profile and properties Angle of shearing resistance Soil type Depth below Unit Undrained Cohesion shear weight kN/m3 kPa ground surface strength kPa 0 - 3.0 recently deposited made ground soft clay 18 23 3.0 - 8.0 16 15 8.0 - 30.0 dense sand 21 37 Ground water profile: hydrostatic with phreatic surface at 3 m.
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