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
Discussion:
30 comments Page 3 of 3.
Rajendra said:
3 years ago
Exit gradient= G-1/e+1.
So, the options C and D both are right.
So, the options C and D both are right.
(4)
Kashi said:
1 decade ago
I guess it's inversely proportionally to void radio.
Smarty said:
7 years ago
It is Directly proportional to potential head.
Barot said:
4 years ago
It's increase with decrease in void ratio.
(2)
Dipu bunku rose said:
5 years ago
In question, it is Ie, not Ic.
Binay said:
4 years ago
The answer is both C and D.
(2)
Binay said:
4 years ago
The answer is both C and D.
(1)
Insan said:
9 years ago
According to me, it is G/e.
Shubham Suroliya said:
8 years ago
Both c & d correct.
Asma said:
4 years ago
Thanks @Gurnet.
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