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0 votes	1834 views	1 answer	A clay subjected to pressure in excess to its present over-burden, is said to be updated 9 years ago by Civil Engineer
0 votes	732 views	2 answers	The shear strength in plastic undrained clay, is due to updated 9 years ago by Civil Engineer
0 votes	722 views	2 answers	The consistency index of a soil is defined as the ratio of updated 9 years ago by Civil Engineer
0 votes	725 views	2 answers	'Drift' is the material picked up, mixed, disintegrated, transported and redeposited by updated 9 years ago by Civil Engineer
0 votes	722 views	1 answer	The reduction in volume of soil due to squeezing out of water from the voids, is termed updated 9 years ago by Civil Engineer
0 votes	725 views	1 answer	In active state of plastic equilibrium in a non cohesive soil with horizontal ground surface updated 9 years ago by Civil Engineer
0 votes	731 views	1 answer	In non-cohesive soil in passive state of plastic equilibrium updated 9 years ago by Civil Engineer
0 votes	2071 views	1 answer	The angle of internal friction, is least for updated 9 years ago by Civil Engineer
0 votes	726 views	2 answers	In a purely cohesive soil, the critical centre lies at the intersection of updated 9 years ago by Civil Engineer
0 votes	729 views	1 answer	Stoke's law does not hold good if the size of particle is smaller than updated 9 years ago by Civil Engineer