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0 votes	1036 views	1 answer	The direct shear test suffers from the following disadvantage: updated 9 years ago by Civil Engineer
0 votes	1177 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	927 views	1 answer	The soil moisture driven off by heat, is called updated 9 years ago by Civil Engineer
0 votes	770 views	1 answer	Number of piles required to support a column, is updated 9 years ago by Civil Engineer
0 votes	744 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	752 views	1 answer	For shear strength, triaxial shear test is suitable because updated 9 years ago by Civil Engineer
0 votes	765 views	2 answers	The compression index of a soil updated 9 years ago by Civil Engineer
0 votes	742 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	746 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	750 views	1 answer	The critical exist gradient of seepage water in soils, is updated 9 years ago by Civil Engineer