Civil Engineering :: Soil Mechanics and Foundation Engineering
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Laplacian fundamental equation for a non-compressible flow in three dimensions, is
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The bearing capacity of a soil depends upon
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. A direct shear test possesses the following disadvantage:
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Through a point in a loaded soil mass, there exists n typical planes mutually orthogonal on which the stress is wholly normal and no shear stress acts, if n is
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The pressure that builds up in pore water due to load increment on the soil, is termed
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A flow net may be utilised for the determination of
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The neutral stress in a soil mass is
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. If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
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If water content of a soil is 40%, G is 2.70 and void ratio is 1.35, the degree of saturation is
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