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0 votes	2076 views	1 answer	A clay subjected to pressure in excess to its present over-burden, is said to be updated 11 years ago by Civil Engineer
0 votes	921 views	2 answers	The shear strength in plastic undrained clay, is due to updated 11 years ago by Civil Engineer
0 votes	928 views	2 answers	The consistency index of a soil is defined as the ratio of updated 11 years ago by Civil Engineer
0 votes	913 views	2 answers	'Drift' is the material picked up, mixed, disintegrated, transported and redeposited by updated 11 years ago by Civil Engineer
0 votes	910 views	1 answer	The reduction in volume of soil due to squeezing out of water from the voids, is termed updated 11 years ago by Civil Engineer
0 votes	921 views	1 answer	In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface updated 11 years ago by Civil Engineer
0 votes	926 views	1 answer	In non-cohesive soil in passive state of plastic equilibrium updated 11 years ago by Civil Engineer
0 votes	2292 views	1 answer	The angle of internal friction, is least for updated 11 years ago by Civil Engineer
0 votes	920 views	2 answers	In a purely cohesive soil, the critical centre lies at the intersection of updated 11 years ago by Civil Engineer
0 votes	933 views	1 answer	Stoke's law does not hold good if the size of particle is smaller than updated 11 years ago by Civil Engineer