- 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: The coefficient of compressibility of soil, is the ratio ofA
stress to strain
B
strain to stress
C
stress to settlement
D
rate of loading to that of settlement.
ANS:B - strain to stress Change in voids ratio is considered as strain. The strain is nothing but change in the dimension per unit original dimension.
It is the ratio change in decrease void ratio to per unit Chang in increase pressure. |


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