- Soil Mechanics and Foundation Engineering - Section 1
- Soil Mechanics and Foundation Engineering - Section 2
- Soil Mechanics and Foundation Engineering - Section 3
- Soil Mechanics and Foundation Engineering - Section 4
- Soil Mechanics and Foundation Engineering - Section 5
- Soil Mechanics and Foundation Engineering - Section 6


Soil Mechanics and Foundation Engineering - Engineering
Q1: Tergazhi's theory of one dimensional consolidation assumesA
soil is homogeneous and fully saturated
B
water and soil particles are incompressible
C
deformation of the soil, is entirely due to change in volume
D
Darcey's law for the velocity of flow of water through soil, is perfectly valid
E
all the above.
ANS:E - all the above.
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