All Questions

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931
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1
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The pressure that builds up in pore water due to load increment on the soil, is termed
updated 11 years ago by Civil Engineer
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934
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1
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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
updated 11 years ago by Civil Engineer
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957
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1
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A direct shear test possesses the following disadvantage:
updated 11 years ago by Civil Engineer
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943
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1
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The bearing capacity of a soil depends upon
updated 11 years ago by Civil Engineer
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936
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1
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The porosity of the soil sample stated in Q. No. 213, is
updated 11 years ago by Civil Engineer
0
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927
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1
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The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
updated 11 years ago by Civil Engineer
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941
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1
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The degree of saturation of the soil sample stated in Question No. 11.243, is
updated 11 years ago by Civil Engineer
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935
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1
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The density of soil can be increased
updated 11 years ago by Civil Engineer
0
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1073
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1
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The plasticity of fine soils may be assessed by means of
updated 11 years ago by Civil Engineer
0
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953
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1
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A grillage foundation
updated 11 years ago by Civil Engineer
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