Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 25)
25.
Degree of saturation of a natural soil deposit having water content 15%, specific gravity 2.50 and void ratio 0.5, is
Discussion:
12 comments Page 2 of 2.
Rajesh yadav said:
4 years ago
Se=wg or e=wg/s
0.15 * 2. 5/0.5 = 75%.
0.15 * 2. 5/0.5 = 75%.
(2)
Gaurav said:
9 years ago
es = wg.
And then simply,
s = we/G.
And then simply,
s = we/G.
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