Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 4 (Q.No. 42)
42.
A saturated soil sample has water content of 40% and specific gravity of soil particles 2.7. The void ratio of the soil, is
Discussion:
14 comments Page 2 of 2.
Zain said:
5 years ago
Void ratio can never be more than 1.
SHIVA said:
4 years ago
Thank you @Pratima Yadav.
Joshita said:
4 years ago
@Zain.
Void ratio has no upper limit. i.e e>1.
Void ratio has no upper limit. i.e e>1.
Santosh thakur said:
5 months ago
Se = wG (s = 1,w = 0.4, G = 2.7)
1.e = 0.4 * 2.7.
e = 1.08.
1.e = 0.4 * 2.7.
e = 1.08.
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