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.
Zain said:
5 years ago
Void ratio can never be more than 1.
Ayieee said:
7 years ago
Gw=es.
2.7(.40) = e(1).
e=1.08.
2.7(.40) = e(1).
e=1.08.
(3)
SHIVA said:
4 years ago
Thank you @Pratima Yadav.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers