Soil Mechanics and Foundation Engineering - Civil Engineering Questions and Answers

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Tergazhi's theory of one dimensional consolidation assumes

soil is homogeneous and fully saturated

water and soil particles are incompressible

deformation of the soil, is entirely due to change in volume

Darcey's law for the velocity of flow of water through soil, is perfectly valid

all the above.

Answer : Option E

Explanation :

No answer description available for this question

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