Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 3 (Q.No. 30)
30.
The void ratio of a soil sample decreases from 1.50 to 1.25 when the pressure is increased from 25 tonnes/m2 to 50 tonnes/m2, the coefficient of compressibility is
Discussion:
13 comments Page 2 of 2.
Sagar nadavadekar said:
7 years ago
Av= -(eo-e)/po-p.
= -(1.25-1.5)/50-25,
=0.01.
= -(1.25-1.5)/50-25,
=0.01.
(1)
Sanku said:
5 years ago
Given Answer is correct. I agree.
Shakti said:
4 years ago
How you will get the coefficient?
@Nandish.
The Unit will be m2/t, right?
@Nandish.
The Unit will be m2/t, right?
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