A pile foundation is shown in the figure, The ultimate side resistance Qsu, ultimate point resistance Qpu, and ultimate

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A pile foundation is shown in the figure, The ultimate side resistance Qsu, ultimate point resistance Qpu, and ultimate

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A Pile Foundation Is Shown In The Figure The Ultimate Side Resistance Qsu Ultimate Point Resistance Qpu And Ultimate 1
A Pile Foundation Is Shown In The Figure The Ultimate Side Resistance Qsu Ultimate Point Resistance Qpu And Ultimate 1 (44.06 KiB) Viewed 19 times
A pile foundation is shown in the figure, The ultimate side resistance Qsu, ultimate point resistance Qpu, and ultimate negative skin friction Qnu are given on the figure. A safety factor of 2.0 is required on the capacity. The safety factor is not applied to downdrag forces. Assume that the downdrag forces reduce the capacity of the pile. The allowable load P (kips) that can be applied to the top of the pile is most nearly: PROPOSED GRANULAR FILL OF LARGE LATERAL EXTENT A. 115 B. 135 Qu=0 Qru = 40 kips Qu=150 kips Opu = 160 kips C. 155 CLAY SAND -EXISTING GROUND SURFACE D. 310
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