A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is
A. 15 mm
B. 30 mm
C. 50 mm
D. 167 mm
Answer: Option C
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A. directly proportional to time and inversely proportional to drainage path
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Sf/Sp=Bf/Bp for cohesive soil