A square pile (B=0.3m) is installed in a silty sand with a friction angle of approximately 28 and no cohesion. The soil is saturated, with a unit weight of 19 kN/m3. Pile length is 15m. Determine the ultimate load capacity of the pile for the current soil conditions. Use all methods available and get the best estimate. Estimate the elastic settlement of the pile, assuming a FS = 3. Use Ep = 21 x 106 kN/m2; Es = 20 x 103 kN/m2; µs = 0.35 and ξ = 0.67.
A square pile (B=0.3m) is installed in a silty sand with a friction angle of approximately 28 and no cohesion. The soil is saturated, with a unit weight of 19 kN/m3. Pile length is 15m. Determine the ultimate load capacity of the pile for the current soil conditions. Use all methods available and get the best estimate. Estimate the elastic settlement of the pile, assuming a FS = 3. Use Ep = 21 x 106 kN/m2; Es = 20 x 103 kN/m2; µs = 0.35 and ξ = 0.67.
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter12: Pile Foundations
Section: Chapter Questions
Problem 12.10P
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A square pile (B=0.3m) is installed in a silty sand with a friction angle of approximately 28 and
no cohesion. The soil is saturated, with a unit weight of 19 kN/m3. Pile length is 15m. Determine
the ultimate load capacity of the pile for the current soil conditions. Use all methods available
and get the best estimate. Estimate the elastic settlement of the pile, assuming a FS = 3. Use Ep
= 21 x 106 kN/m2; Es = 20 x 103 kN/m2; µs = 0.35 and ξ = 0.67.
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