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.
Mahesh said:
8 years ago
.830 is the correct answer.
Deepak Baswal said:
7 years ago
.01 is the correct answer.
(1)
Priya said:
8 years ago
Yes, I agree @Nandish.
(1)
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