Consider a 13.5 m long concrete pile with a diameter of 0.45 m fully embedded in sand. For the sand, given unit weight, ? = 17.5 kN/m3 ; and soil friction angle, ϕ’ = 36 o . Estimate the frictional resistance according to Coyle and Castello’s method
Consider a 13.5 m long concrete pile with a diameter of 0.45 m fully embedded in sand. For the sand, given unit weight, ? = 17.5 kN/m3 ; and soil friction angle, ϕ’ = 36 o . Estimate the frictional resistance according to Coyle and Castello’s method
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 12.2P: A 20 m long concrete pile is shown in Figure P12.2. Estimate the ultimate point load Qp by a....
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Consider a 13.5 m long concrete pile with a diameter of 0.45 m fully embedded
in sand. For the sand, given unit weight, ? = 17.5 kN/m3
; and soil friction angle,
ϕ’ = 36
o
. Estimate the frictional resistance according to Coyle and Castello’s
method.
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