1.

A raft foundation of 6 m × 9 m is placed at a depth of 3 m in a cohesive soil having c = 120 kN/m2. The net ultimate bearing capacity of the soil using Terzaghi's theory will be.

A. 820 kN/m2
B. 1020 kN/m2
C. 1220 kN/m2
D. 1420 kN/m2
Answer» B. 1020 kN/m2


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