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Geo / Hydro

A 0.30 m x 0.30 m concrete pile 20 m long is driven in a clayey soil having an unconfined compressive strength of 110 kN/m2. The unit weight of the clayey soil is 18 kN/m3. Frictional constant is 0.76 due to skin friction. Assume a factor of safety equal to 2.0 and a bearing capacity factor Nc = 9.
Compute the end bearing capacity of the pile.



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