1.

In a plate load test on a soil, at a particular magnitude of the settlement, it was observed that the bearing pressure beneath the footing is 100 kN/m2 and the perimeter shear is 25 kN/m2. Corresponding, the load capacity of a 2 m square footing at the same settlement will be

A. 200 kN
B. 300 kN
C. 400 kN
D. 600 kN
Answer» E.


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