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M: +2.00/-0.66

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. Correspondingly, the load capacity of a 2m square footing at the same settlement will be

[ESE (IES) CE 2017 Technical]
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