Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 5 (Q.No. 33)

Soil Mechanics and Foundation Engineering

33.

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

Explanation:

No answer description is available. Let's discuss.

Discussion:

1 comments Page 1 of 1.

Kumar said: 4 years ago

Please explain how?

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