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Question

The ultimate bearing capacity of a square footing on surface of a saturated clay having unconfined compression strength of 50 kN/m2 (using skempton's equation) is

A
250kN/m2
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B
180kN/m2
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C
150kN/m2
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D
125kN/m2
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Solution

The correct option is C 150kN/m2
qnucuNc

where cu=502=25kN/m2

Nc=6(1+0.2Df/b)

for Df=0, we get Nc=6

qnu=25×6=150kN/m2

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