Find the hydrostatic pressure of water at depth 10m.

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A clay sample 24mm thick takes 20 minutes to consolidate 50% with single drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with single drainage. Find the depth of the clay layer in the field.

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

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A clay sample 24mm thick takes 20 minutes to consolidate 50% with double drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with double drainage. Find the depth of the clay layer in the field.

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

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A clay sample 24mm thick takes 20 minutes to consolidate 50% with single drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with double drainage. Find the depth of the clay layer in the field.

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

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A clay sample 24mm thick takes 20 minutes to consolidate 50% with double drainage. The field clay layer from which sample was obtained takes 386 days to consolidate 50% with single drainage. Find the depth of the clay layer in the field.

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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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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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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A soil sample is having voids ratio 0.72 under a pressure of 200KN/m^2. If the void ratio is reduced to 0.5 under 450kn/m^2 load, then find the change in effective pressure.

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

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The mv for pressure range 100 to 200 KN/m^2 is 0.74 m^2 /MN. The change in void ratio is 0.157. Find the initial void ratio.

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

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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.

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 Compressibility.

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

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

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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.

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

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

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

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

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

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For a mass of 3.192g of soil with voids ratio 0.532, find its saturated unit weight.

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

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If the initial voids ratio is 0.964 for a layer of height 100cm. It is located with 200KN/m^2 and the void ratio becomes 0.822. Find the settlement.

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

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If the height of soil specimen is reduced from 0.28 cm to 1.926cm due to an increment of load of 100KN/ m^2. Find the coefficient of volume change.

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

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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.

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

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

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

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

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

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For n soil of height 2.08cm, coefficient of volume change mv=0.74 m^2/MN. Find the settlement.

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

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

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

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