Given the site conditions described below, calculate the allowable axial capacit

Question

Given the site conditions described below, calculate the allowable axial capacity of a driven

closed-ended steel pipe pile using a factor of safety of 3. Calculate the capacity utilizing the

Nordlund (1979) method discussed in class. The pile outside diameter is 0.4 m and the pile

length is 18 m. The ground water table is located at the top of the soil profile. Both soil layers are

sands with properties as shown in the figure. Utilize N60 values and the DeMello (1971)

relationship (see course website) to estimate friction angles (??).

Explanation / Answer

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