Question: A 3 0 - c m diameter pipe pile with an embedment of 1 0 meters is installed in a uniform sand deposit having a

A 30-cm diameter pipe pile with an embedment of 10 meters is installed in a uniform sand deposit having a total unit weight of 21kNm3 and a friction angle of 35 degrees. The pile will be used as an anchor and thus will be subjected to axial tensile loads. Assume a design storm loads the pile with an average tensile load of 15kN. What is the maximum cyclic amplitude of the tensile load that can be applied such that cyclic degradation of capacity is completely avoided?
A 3 0 - c m diameter pipe pile with an embedment

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