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0 votes	1106 views	1 answer	The direct shear test suffers from the following disadvantage: updated 9 years ago by Civil Engineer
0 votes	1235 views	2 answers	If the specific gravity of a soil particle of 0.05 cm diameter is 2.67, its terminal velocity while settling in distilled water of viscosity, 0.01 poise, is updated 9 years ago by Civil Engineer
0 votes	978 views	1 answer	The soil moisture driven off by heat, is called updated 9 years ago by Civil Engineer
0 votes	824 views	1 answer	Number of piles required to support a column, is updated 9 years ago by Civil Engineer
0 votes	807 views	1 answer	The degree of saturation of the soil sample stated in Q. No, 216, is updated 9 years ago by Civil Engineer
0 votes	812 views	1 answer	For shear strength, triaxial shear test is suitable because updated 9 years ago by Civil Engineer
0 votes	830 views	2 answers	The compression index of a soil updated 9 years ago by Civil Engineer
0 votes	797 views	1 answer	The ratio of the volume of voids to the total volume of the given soil mass, is known updated 9 years ago by Civil Engineer
0 votes	800 views	2 answers	Water content of a soil sample is the difference of the weight of the given sample at the given temperature and the weight determined after drying it for 24 hours at temperature ranging from updated 9 years ago by Civil Engineer
0 votes	806 views	1 answer	The critical exist gradient of seepage water in soils, is updated 9 years ago by Civil Engineer