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0 votes	856 views	1 answer	The liquid limit and plastic limit exist in updated 10 years ago by Civil Engineer
0 votes	824 views	2 answers	Stoke's law sates that the velocity at which a grain settles out of suspension, the other factors remaining constant, is dependent upon updated 10 years ago by Civil Engineer
0 votes	1074 views	1 answer	Accurate determination of water content, is made by updated 10 years ago by Civil Engineer
0 votes	868 views	2 answers	The water content of soil is defined as the ratio of updated 10 years ago by Civil Engineer
0 votes	484 views	0 answers	Rankine's theory of active earth pressure assumes updated 10 years ago by Civil Engineer
0 votes	840 views	1 answer	If the failure of a finite slope occurs through the toe, it is known as updated 10 years ago by Civil Engineer
0 votes	5464 views	1 answer	The coefficient of compressibility of soil, is the ratio of updated 10 years ago by Civil Engineer
0 votes	1000 views	2 answers	Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is updated 10 years ago by Civil Engineer
0 votes	1602 views	1 answer	The effective size of particles of soil is denoted by updated 10 years ago by Civil Engineer
0 votes	1398 views	1 answer	According to Coulomb's wedge theory, the active earth pressure slides the wedge updated 10 years ago by Civil Engineer