Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 5 (Q.No. 19)
19.
If voids ratio is 0.67, water content is 0.188 and specific gravity is 2.68, the degree of saturation of the soil, is
Discussion:
4 comments Page 1 of 1.
Suneel patel said:
6 years ago
Gw = SE.
S = GW/e.
S = 2.68x0.188/0.67.
S = 0.75x100.
S = 75%.
S = GW/e.
S = 2.68x0.188/0.67.
S = 0.75x100.
S = 75%.
Ayush walia said:
8 years ago
Given fundamental equation e =WG/Sr.
Then given;
e - o.67
G - 2.68
W - 0.188
Then find Sr = WG/e.
0.188 * 2.68/0.67,
= 75%.
Then given;
e - o.67
G - 2.68
W - 0.188
Then find Sr = WG/e.
0.188 * 2.68/0.67,
= 75%.
Gaya3 said:
9 years ago
es = wG.
s = wG/e.
s = (0.188 * 2.68)/0.67,
s = 75.2%.
s = wG/e.
s = (0.188 * 2.68)/0.67,
s = 75.2%.
Koppula Ravinder said:
1 decade ago
Se = Gw.
Given:
e=0.67, w=0.188, g=2.68, S=?
Se = Gw.
S = Gw/e = (2.68*0.188)/0.67.
S = 75.2%.
Given:
e=0.67, w=0.188, g=2.68, S=?
Se = Gw.
S = Gw/e = (2.68*0.188)/0.67.
S = 75.2%.
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