Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 44)
44.
The critical exist gradient of seepage water in soils, increases with
Discussion:
3 comments Page 1 of 1.
Gaurav said:
5 years ago
Answer E because they asked a critical exit gradient not critical hydraulic gradient.
(2)
Muhammad Azam said:
4 years ago
Critical exit Gradient ic = hl/l.
Head loss/Length of seepage.
Critical hydrulic gradient i=G-1/1+e,
So the answer is E, not D.
Head loss/Length of seepage.
Critical hydrulic gradient i=G-1/1+e,
So the answer is E, not D.
(2)
Pramit said:
9 years ago
Here, i = (G-1)/(1+e).
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