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

← Prev Question Next Question →

1 Answer

Related questions

+1 vote

1 answer

For a foundation, find the elapsed time in which 90% of ultimate settlement will occur. The coefficient of consolidation is 4*10^-4cm^2/s. The average drainage path is 50cm.

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

+1 vote

1 answer

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)

+1 vote

1 answer

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

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

+1 vote

1 answer

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

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

+1 vote

1 answer

For a foundation, find the elapsed time in which 10% of ultimate settlement will occur. The coefficient of consolidation is 4*10^-4cm^2/s. The average drainage path is 50cm.

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

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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.

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

+1 vote

1 answer

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.

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

+1 vote

1 answer

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.

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

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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

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

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

If a soil A has coefficient of volume change as 0.536m^2/MN and the ratio of coefficient of volume change of A and B soils is 1.845, then find mv for soil B.

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

+1 vote

1 answer

For a remolded sample of clay with liquid limit of 45%, find its compression index.

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

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

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)

+1 vote

1 answer

Find the hydrostatic pressure of water at depth 10m.

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

...