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0 votes	1201 views	1 answer	The direct shear test suffers from the following disadvantage: updated 10 years ago by Civil Engineer
0 votes	1330 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 10 years ago by Civil Engineer
0 votes	1075 views	1 answer	The soil moisture driven off by heat, is called updated 10 years ago by Civil Engineer
0 votes	919 views	1 answer	Number of piles required to support a column, is updated 10 years ago by Civil Engineer
0 votes	914 views	1 answer	The degree of saturation of the soil sample stated in Q. No, 216, is updated 10 years ago by Civil Engineer
0 votes	914 views	1 answer	For shear strength, triaxial shear test is suitable because updated 10 years ago by Civil Engineer
0 votes	953 views	2 answers	The compression index of a soil updated 10 years ago by Civil Engineer
0 votes	919 views	1 answer	The ratio of the volume of voids to the total volume of the given soil mass, is known updated 10 years ago by Civil Engineer
0 votes	908 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 10 years ago by Civil Engineer
0 votes	908 views	1 answer	The critical exist gradient of seepage water in soils, is updated 10 years ago by Civil Engineer