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0 votes	911 views	1 answer	The pressure that builds up in pore water due to load increment on the soil, is termed updated 10 years ago by Civil Engineer
0 votes	916 views	1 answer	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 10 years ago by Civil Engineer
0 votes	939 views	1 answer	A direct shear test possesses the following disadvantage: updated 10 years ago by Civil Engineer
0 votes	929 views	1 answer	The bearing capacity of a soil depends upon updated 10 years ago by Civil Engineer
0 votes	915 views	1 answer	The porosity of the soil sample stated in Q. No. 213, is updated 10 years ago by Civil Engineer
0 votes	907 views	1 answer	The length/diameter ratio of cylindrical specimens used in triaxial test, is generally updated 10 years ago by Civil Engineer
0 votes	922 views	1 answer	The degree of saturation of the soil sample stated in Question No. 11.243, is updated 10 years ago by Civil Engineer
0 votes	908 views	1 answer	The density of soil can be increased updated 10 years ago by Civil Engineer
0 votes	1055 views	1 answer	The plasticity of fine soils may be assessed by means of updated 10 years ago by Civil Engineer
0 votes	933 views	1 answer	A grillage foundation updated 10 years ago by Civil Engineer