Figure 12.49a shows a pile. Let L = 15 m, D (pile diameter) = 305 mm, H

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Figure 12.49a shows a pile. Let L = 15 m, D (pile diameter) = 305 mm, Hf = 3 m, γfill = 17.5 kN/m3, and ϕ'fill = 25°.

Determine the total downward drag force on the pile. Assume that the fill is located above the water table and that δ' = 0.5ϕ'fill.


Figure 12.49

Clay H Sand H fill fill L On Neutral Sand plane Clay (b)

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Principles Of Foundation Engineering

ISBN: 9781337705028

9th Edition

Authors: Braja M. Das, Nagaratnam Sivakugan

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