Maurice Tutor

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Teaching Since: May 2017
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  • MCS,PHD
    Argosy University/ Phoniex University/
    Nov-2005 - Oct-2011

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  • Professor
    Phoniex University
    Oct-2001 - Nov-2016

Category > Management Posted 25 Mar 2018 My Price 7.00

load for the pile

Based on the results of Problems 11.1 and 11.2, recommend an allowable load for the pile. Use FS = 4

Problems 11.1

A 12 m long concrete pile is shown in Figure P11.1. Estimate the ultimate point load by

a. Meyerhof’s method

b. Vesic’s method

c. Coyle and Castello’s method

Use m = 600 in Eq. (11.26).

Problem 11.2

Refer to the pile shown in Figure P11.1. Estimate the side resistance  by

a. Using Eqs. (11.40) through (11.42). Use K = 1.3 and δ’ = 0.8φ’

b. Coyle and Castello’s method [Eq. (11.44)]

Answers

Maurice Tutor
(5)
Status NEW Posted 25 Mar 2018 05:03 AM My Price 7.00

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