- 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
load is applied in one direction
B
coefficient of permeability is constant
C
excess pore water drains out only in the vertical direction
D
time lag in consolidation is due entirely to permeability
E
all the above.
ANS:E - all the above.
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