1.

A rectangular footing 1 m x 2 m is placed at a depth of 2 m in a saturated clay having an unconfined compressive strength of 100 kN/m. According to Skempton, the net ultimate bearing capacity is

A. 420 kN/m
B. 412.5 kN/m
C. 385 kN/m
D. 350 kN/m
Answer» D. 350 kN/m


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