Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 26)
26.
The coefficient of compressibility of soil, is the ratio of
stress to strain
strain to stress
stress to settlement
rate of loading to that of settlement.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
21 comments Page 1 of 3.

Adithya said:   1 decade ago
Coefficient of compressibility is defined as ratio of change of void ratio to change of effective stress. SO it essentially has units of inverse of pressure, i.e. pa-1

Anand said:   9 years ago
Strain by stress. Please, can anyone explain it?

Priyansu said:   9 years ago
Av (coefficients of compressibility) -----decrease in strain /stress.

Priyansu said:   9 years ago
av-----decrease strain /stress.

Here Av -coefficients of compressibility.

Vishal babu jaiswal said:   8 years ago
It is defined as the ratio of volumetric strain to the effective stress.

That means strain to stress.

Vasanth said:   8 years ago
Change in void ratio is volumetric strain and change in stress is denoted as stress.

Ump said:   8 years ago
It is 1/k.

Where k=bulk modulus.

Hemant Bhuyar said:   7 years ago
I am not getting this, please Can anyone explain?

Neru said:   6 years ago
Av = (e2-e1)/(stress2-stress1) but how strain vs stress?

Kevin said:   6 years ago
@neru,

Change in voids ratio is considered as strain. The strain is nothing but change in the dimension per unit original dimension.


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