Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 5 (Q.No. 4)
4.
If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient
ic =
ic =
ic =
ic =
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
3 comments Page 1 of 1.

Uday Shankar said:   5 years ago
The e is no porosity, it is avoid ratio.

Kalp patel said:   6 years ago
The e is not porosity it is void ratio then answer is right.

Suma said:   7 years ago
Please explanation.

Post your comments here:

Your comments will be displayed after verification.