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.

1
820 kN/m2
2
1020 kN/m2
3
1220 kN/m2
4
1420 kN/m2

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