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Question
A raft of 6m × 9m is founded at a depth of 3 m in a cohesive soil having c = 120 kN/m2. The ultimate net bearing capacity of the soil using Terzaghi's theory will be nearly
A.
820 kN/m2
B.
920 kN/m2
C.
1036 kN/m2
D.
1067 kN/m2
Answer ( Option A)

820 kN/m2

Solution

For rectangular footing as per Terzaghi's theory,

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