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

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If coefficient of volume change is 0.291 m^2/MN, ∆e=0.1 and the initial voids ratio is 0.72, then find the change in effective pressure.

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For a soil sample, the ratio of saturated unit weight to dry unit weight is equal to 1.2 and specific gravity of solids G is 2.65, then its void ratio will be _____

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A coarse-grained soil has a voids ratio of 0.66 and specific gravity G of 2.65. What will be its critical hydraulic gradient?

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For a dry soil mass of 180.4 g, specific gravity 2.68 and cross-sectional area of specimen as 50 cm^2, find the height of solids Hs.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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For a dry mass of soil of 180.4g and height of solids as 13.45mm with cross-sectional area as 50cm^2, find the specific gravity of soil.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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Two clay layer of A and B of thickness 2cm and 3 cm is load with pressure of 200KN/m^2. If the time taken by soil A to reach 50% consolidation is 1/4^th of that required by soil B to reach 50% consolidation, then find the ratio of coefficients of Permeability. Given that ratio of coefficient of volume change is 1.751.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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Two clay layer of A and B of thickness 2cm and 3 cm is load with pressure of 200KN/m^2. If the time taken by soil A to reach 50% consolidation is 1/4^th of that required by soil B to reach 50% consolidation, then find the ratio of coefficients of consolidation.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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The change in voids ratio is 0.18 and initial void ratio is 0.68 with the increase of pressure as 200KN/m^2. Find the coefficient of volume change.

asked Feb 8, 2022 in Geotechnical Engineering I by Sophia (102k points)

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