All Questions

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775
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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 9 years ago by Civil Engineer
0
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777
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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 9 years ago by Civil Engineer
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792
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1
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A direct shear test possesses the following disadvantage:
updated 9 years ago by Civil Engineer
0
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784
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1
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The bearing capacity of a soil depends upon
updated 9 years ago by Civil Engineer
0
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777
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1
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The porosity of the soil sample stated in Q. No. 213, is
updated 9 years ago by Civil Engineer
0
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762
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1
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The length/diameter ratio of cylindrical specimens used in triaxial test, is generally
updated 9 years ago by Civil Engineer
0
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777
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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 9 years ago by Civil Engineer
0
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775
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1
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The density of soil can be increased
updated 9 years ago by Civil Engineer
0
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922
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1
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The plasticity of fine soils may be assessed by means of
updated 9 years ago by Civil Engineer
0
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795
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1
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A grillage foundation
updated 9 years ago by Civil Engineer
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