In many soil deposits, the secondary consolidation is neglected.

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Secondary consolidation starts in the range of primary consolidation itself.

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In 1935, solved the differential equation of consolidation by radial flow to a well.

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______________ also worked independently on the problem of sand drains and published his results in 1942.

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In Terzaghi’s Theory of one dimensional consolidation, soil is restrained against lateral deformation.

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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.

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The consolidation settlement ρf for a soil stature of thickness H that has fully consolidated index, a pressure increment ∆σ’ with respect to mv is given by ____________

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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.

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