An office building is to be supported on a series of 1.8-m diameter, 18.0-m long solid pipe pile that will be driven into the soil profile at this site as follows. The groundwater table is at a depth of 50 m. A dynamic testing with wave equation analysis has been conducted. The factor of safety for the driven pile is 2.5. Compute the allowable downward capacity of the driven pile. 4.0 m 12.0 m: 2.0 m Pipe Pile Clayed silt (CL) S = 70 kPa Silty clay (CL) S = 65 kPa Sandy Clay (CL) = 100 kPa S=
An office building is to be supported on a series of 1.8-m diameter, 18.0-m long solid pipe pile that will be driven into the soil profile at this site as follows. The groundwater table is at a depth of 50 m. A dynamic testing with wave equation analysis has been conducted. The factor of safety for the driven pile is 2.5. Compute the allowable downward capacity of the driven pile. 4.0 m 12.0 m: 2.0 m Pipe Pile Clayed silt (CL) S = 70 kPa Silty clay (CL) S = 65 kPa Sandy Clay (CL) = 100 kPa S=
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:An office building is to be supported on a series of 1.8-m
diameter, 18.0-m long solid pipe pile that will be driven into the
soil profile at this site as follows. The groundwater table is at a
depth of 50 m. A dynamic testing with wave equation analysis
has been conducted. The factor of safety for the driven pile is
2.5. Compute the allowable downward capacity of the driven
pile.
4.0 m
12.0 m:
2.0 m
Pipe Pile
Clayed silt (CL)
S = 70 kPa
Silty clay (CL)
S = 65 kPa
Sandy Clay
(CL)
= 100 kPa
S₁₁=
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