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

View solution

Q. 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.

View solution

Q. 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 ____________

View solution

Q. 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.

View solution

Q. 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.

View solution

Q. 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.

View solution

Q. 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.

View solution

Q. 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.

View solution

Q. If the height of soil specimen is reduced from 0.28 cm to 1.926cm due to an increment of load of 100KN/m². Find the coefficient of volume change.

View solution

Q. For n soil of height 2.08cm, coefficient of volume change mv=0.74 m²/MN. Find the settlement.

View solution

Q. The mᵥ for pressure range 100 to 200 KN/m² is 0.74 m² /MN. The change in void ratio is 0.157. Find the initial void ratio.

View solution

Q. If a clay layer is expected to settle 12cm under loading settles 3cm at the end of one month, then find the degree of consolidation.

View solution

Q. If the initial voids ratio is 0.964 for a layer of height 100cm. It is located with 200KN/m² and the void ratio becomes 0.822. Find the settlement.

View solution

Q. For the consolidation of 50%, find the time factor.

View solution

Q. For the consolidation of 90%, find the time factor.

View solution

Q. For a time factor Tv of 0.159, Find the degree of consolidation.

View solution

Q. For a time factor Tᵥ of 0.567, find the degree of consolidation.

View solution

Q. For a dry mass of soil of 180.4g and height of solids as 13.45mm with cross-sectional area as 50cm², find the specific gravity of soil.

View solution

Q. For final void ratio 0.886 and water content of 30%, find the specific gravity.

View solution

Q. For a mass of 3.192g of soil with voids ratio 0.532, Find its saturated mass density.

View solution