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Consider a 15 m long concrete pile with a cross section of 0.45 m x 0.45 m fully embedded in sand. For the sand, unit weight, γ = 17 kN/m3 and soil friction angle, ϕ’ = 35o . Estimate the ultimate point ??? with each of the following: 1.1 Meyerhof’s method (Ans: 1014 kN) 1.2 Vesic’s method (Ans: 1754 kN) 1.3 Coyle and Castello’s method (Ans: 2479 kN)

Consider a 15 m long concrete pile with a cross section of 0.45 m x 0.45 m fully embedded in sand. For the sand, unit weight, γ = 17 kN/m3 and soil friction angle, ϕ’ = 35o . Estimate the ultimate point ??? with each of the following: 1.1 Meyerhof’s method (Ans: 1014 kN) 1.2 Vesic’s method (Ans: 1754 kN) 1.3 Coyle and Castello’s method (Ans: 2479 kN)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider a 15 m long concrete pile with a cross section of 0.45 m x 0.45 m fully embedded in sand.
For the sand, unit weight, γ = 17 kN/m3 and soil friction angle, ϕ’ = 35o
. Estimate the ultimate point
??? with each of the following:
1.1 Meyerhof’s method (Ans: 1014 kN)
1.2 Vesic’s method (Ans: 1754 kN)
1.3 Coyle and Castello’s method (Ans: 2479 kN)

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