In Vesics method of determining total settlement of a pile, elastic shortening of the pile s e(1)
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In Vesic’s method of determining total settlement of a pile, elastic shortening of the pile se(1) was determined by Eq. (12.88) as
Show from the first principles that when the unit skin friction f(z) remains the same at all depths, ξ = 0.5.
Transcribed Image Text:
(Qwp + EQm)L ws- Se(1) A,E,
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Related Book For
Principles Of Foundation Engineering
ISBN: 9781337705028
9th Edition
Authors: Braja M. Das, Nagaratnam Sivakugan
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