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 = 
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.
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