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0 votes	829 views	1 answer	The minimum centre to centre distance of friction piles of 1 m diameter, is updated 9 years ago by Civil Engineer
0 votes	809 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 9 years ago by Civil Engineer
0 votes	823 views	1 answer	The specific gravity of sands, is approximately updated 9 years ago by Civil Engineer
0 votes	814 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 9 years ago by Civil Engineer
0 votes	823 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 9 years ago by Civil Engineer
0 votes	853 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 9 years ago by Civil Engineer
0 votes	821 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 9 years ago by Civil Engineer
0 votes	811 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 9 years ago by Civil Engineer
0 votes	822 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 9 years ago by Civil Engineer
0 votes	1066 views	1 answer	Transporting and redepositing soils, is done by updated 9 years ago by Civil Engineer