Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 2 (Q.No. 18)
18.
The critical exist gradient of seepage water in soils, is
directly proportional to the voids ratio
inversely proportional to the specific gravity
directly proportional to the specific gravity
inversely proportional to the voids ratio
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
31 comments Page 4 of 4.

Mili said:   1 month ago
Yes, Agree @Rajendra.

Both option C and D are correct.


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