All Questions

• Newest
• Hottest
• Most votes
• Most views

0 votes	842 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	844 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	869 views	1 answer	A direct shear test possesses the following disadvantage: updated 10 years ago by Civil Engineer
0 votes	854 views	1 answer	The bearing capacity of a soil depends upon updated 10 years ago by Civil Engineer
0 votes	842 views	1 answer	The porosity of the soil sample stated in Q. No. 213, is updated 10 years ago by Civil Engineer
0 votes	829 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	847 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	833 views	1 answer	The density of soil can be increased updated 10 years ago by Civil Engineer
0 votes	987 views	1 answer	The plasticity of fine soils may be assessed by means of updated 10 years ago by Civil Engineer
0 votes	861 views	1 answer	A grillage foundation updated 10 years ago by Civil Engineer