A square pile of 25 cm x 25 cm in size and 10 Im long is driven in a uniform clay of large depth. The clay has an unconfined compression strength of 100 kPa. Determine the safe S frictional resistance of the pile, assuming a 16 factor of safety is 3. Also assume the adhesion factor is 0.6.

Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Pile Foundation
Section: Chapter Questions
Problem 18.21P: Refer to Figure 18.26b. Let L = 15.24 m, fill = 17.29 kN/m3, sat(clay) = 19.49 kN/m3, clay = 20, Hf...
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A square pile of 25 cm x 25 cm in
size and 10 Im long is driven in a
uniform clay of large depth. The clay
has an unconfined compression
strength of 100 kPa. Determine the
safe S frictional resistance of the pile,
assuming a 16 factor of safety is 3.
Also assume the adhesion
factor is 0.6.
Transcribed Image Text:A square pile of 25 cm x 25 cm in size and 10 Im long is driven in a uniform clay of large depth. The clay has an unconfined compression strength of 100 kPa. Determine the safe S frictional resistance of the pile, assuming a 16 factor of safety is 3. Also assume the adhesion factor is 0.6.
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