Determine the ultimate skin friction

Reference no: EM131138733

A static pile load test using an O-cell was carried out on a 1.8-m-diameter, 25-m-long (embedded length) drilled shaft. The soil profile is as given in Table P13.3a (the negative sign means below ground surface). Selected load-displacement data are shown in Table P13.3b.

(a) Make a neat sketch of the soil profile and the drilled shaft, as shown in Example 13.3.

(b) Determine the ultimate skin friction and ultimate end bearing capacity.

Reference no: EM131138733

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