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0 votes	1218 views	1 answer	The direct shear test suffers from the following disadvantage: updated 11 years ago by Civil Engineer
0 votes	1350 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 11 years ago by Civil Engineer
0 votes	1089 views	1 answer	The soil moisture driven off by heat, is called updated 11 years ago by Civil Engineer
0 votes	935 views	1 answer	Number of piles required to support a column, is updated 11 years ago by Civil Engineer
0 votes	930 views	1 answer	The degree of saturation of the soil sample stated in Q. No, 216, is updated 11 years ago by Civil Engineer
0 votes	933 views	1 answer	For shear strength, triaxial shear test is suitable because updated 11 years ago by Civil Engineer
0 votes	968 views	2 answers	The compression index of a soil updated 11 years ago by Civil Engineer
0 votes	939 views	1 answer	The ratio of the volume of voids to the total volume of the given soil mass, is known updated 11 years ago by Civil Engineer
0 votes	926 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 11 years ago by Civil Engineer
0 votes	925 views	1 answer	The critical exist gradient of seepage water in soils, is updated 11 years ago by Civil Engineer