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Question

In a plate load test on sandy soil, the test plate of 60 cm × 60 cm undergoes a settlement of 5mm at a pressure of 12×104 N/m2. What will be the expected settlement of 3m×3m footing under same pressure ?

A
25mm
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B
20mm
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C
15mm
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D
9mm
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Solution

The correct option is D 9mm
Sp=5.0mm: Bp=0.6 m:Bf=3m

Sf=Sp×(Bf(BP+0.3)BP(Bf+0.3))2

Sf=5×(3(0.6+0.3)0.6(3+0.3))2

= 9.3 mm

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