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.
Shubham Narayankar said:
4 years ago
Degree of saturation (Sr) = wG/e.
= 0.15 x 2.5/0.5,
= 0.75,
= 75%.
= 0.15 x 2.5/0.5,
= 0.75,
= 75%.
(6)
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)
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