The bearing capacity of cohesion-less soil at the ground surface is ______
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From Bearing Capacity · Foundation Engineering Mcqs
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The concept of analysis of bearing capacity failure was first developed by _______
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Rankine considered the equilibrium of second soil element at ______
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According to Indian standard method, the loading of the plate should be borne with either by _______
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The term ‘i’ in Hansen equation represents _______
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According to the assumptions in Terzaghi’s analysis, the soil is ___________
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If the soil is of expansive type, like in Black Cotton Soil, then the best foundation type is -</p>
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The recommendation of American code, for a differential settlement depends upon ______