According to Terzaghi’s bearing capacity theory, the ultimate bearing capacity of a shallow strip footing on purely cohesive soil (phi = 0) is:
A5.14 c
B5.70 c
C6.20 c
D7.50 c
Explanation
For a strip footing on cohesive soil (phi = 0), Terzaghi’s bearing capacity factors are Nc = 5.7, Nq = 1.0, Ngamma = 0. Ultimate bearing capacity qu = c * Nc = 5.7 c.

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