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0 votes	953 views	1 answer	The minimum centre to centre distance of friction piles of 1 m diameter, is updated 11 years ago by Civil Engineer
0 votes	939 views	2 answers	If the coefficients of volume change and compressibility of a soil sample are respectively 6.75 x 10-2 and 3 x 10-2, the void ratio of the soil sample, is updated 11 years ago by Civil Engineer
0 votes	946 views	1 answer	The specific gravity of sands, is approximately updated 11 years ago by Civil Engineer
0 votes	927 views	1 answer	A sample of saturated soil has 30% water content and the specific gravity of soil grains is 2.6. The dry density of the soil mass in g/cm3, is updated 11 years ago by Civil Engineer
0 votes	947 views	2 answers	The maximum water content at which a reduction in water content does not cause a decrease in volume of a soil mass, is known updated 11 years ago by Civil Engineer
0 votes	973 views	1 answer	The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is updated 11 years ago by Civil Engineer
0 votes	936 views	1 answer	If the unit weight of sand particles is 2.696 g/cc. and porosity in loose state is 44%, the critical hydraulic gradient for quick sand condition, is updated 11 years ago by Civil Engineer
0 votes	929 views	1 answer	If a soil undergoes a change in shape and volume by application of external loads over it, but recovers its shape and volume immediately after removal of the load, the property of the soil is said to be updated 11 years ago by Civil Engineer
0 votes	945 views	1 answer	A moist soil sample of volume 60 cc. weighs 108 g and its dried weight is 86.4 g. If its absolute density is 2.52, the degree of saturation is updated 11 years ago by Civil Engineer
0 votes	1243 views	1 answer	Transporting and redepositing soils, is done by updated 11 years ago by Civil Engineer