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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/m2. According to Skempton, the net ultimate bearing capacity is
(A): 350 kN/m2
(B): 385 kN/m2
(C): 412.5 kN/m2
(D): 420 kN/m2
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