Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

4. 

If G is specific gravity of sand particles, e is porosity, the critically hydraulic gradient

[A]. ic =
[B]. ic =
[C]. ic =
[D]. ic =

Answer: Option C

Explanation:

No answer description available for this question.

Suma said: (Oct 1, 2015)  
Please explanation.

Kalp Patel said: (Feb 9, 2017)  
The e is not porosity it is void ratio then answer is right.

Uday Shankar said: (Jul 13, 2018)  
The e is no porosity, it is avoid ratio.

Post your comments here:

Name *:

Email   : (optional)

» Your comments will be displayed only after manual approval.