15 + Mcqs in Consolidation Problems 1 in Soil Mechanics Page 1 McqOptions

Explore topic-wise MCQs in Soil Mechanics.

A soil sample is having voids ratio 0.72 under a pressure of 200KN/m2. If the void ratio is reduced to 0.5 under 450kn/m2 load, then find the change in effective pressure.

If a soil A has coefficient of volume change as 0.536m2/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.

If coefficient of volume change is 0.291 m2/MN, e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.

The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m2. Find the coefficient of Compressibility.

The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m2. Find the coefficient of volume change.

If the final height of specimen Hf is 13.45mm and final voids is 0.864, then the change of voids ratio e with respect to H is ____________

If height of solids Hs is 6.725mm, mass is 180.4g with specific gravity G=2.68, then final the Cross-sectional area of specimen.

If the final voids ratio is 0.864 for a soil sample of specific gravity 2.7, then its final water content will be _______________

If the final water content is 30% and specific gravity is 2.65 for a soil sample, then its final void ratio is _________

If the specimen height H is 24mm and height of solids Hs is 13.45mm, then find the voids ratio.

For a dry soil mass of 180.4 g, specific gravity 2.68 and cross-sectional area of specimen as 50 cm2, find the height of solids Hs.

A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.

A clay sample in laboratory test has 24mm thickness. It is tested with single drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.

A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with single drainage.

A clay sample in laboratory test has 24mm thickness. It is tested with double drainage and consolidated 50%. The clay layer from which sample was obtained is 4m thick. Find the time to consolidate 50% with double drainage.

A soil sample is having voids ratio 0.72 under a pressure of 200KN/m². If the void ratio is reduced to 0.5 under 450kn/m² load, then find the change in effective pressure.

If a soil A has coefficient of volume change as 0.536m²/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.

If coefficient of volume change is 0.291 m²/MN, e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.

The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of Compressibility.

The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m². Find the coefficient of volume change.

If the final height of specimen H_f is 13.45mm and final voids is 0.864, then the change of voids ratio e with respect to H is ____________

If height of solids H_s is 6.725mm, mass is 180.4g with specific gravity G=2.68, then final the Cross-sectional area of specimen.

If the specimen height H is 24mm and height of solids H_s is 13.45mm, then find the voids ratio.

For a dry soil mass of 180.4 g, specific gravity 2.68 and cross-sectional area of specimen as 50 cm², find the height of solids H_s.