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.
Raju Verma said:
6 years ago
es = wG.
S = wG/e,
S = 0.15 * 2.50/0.5,
S = 75%.
S = wG/e,
S = 0.15 * 2.50/0.5,
S = 75%.
Vijaykumar vk said:
6 years ago
Se = wG.
S = wG/e.
S = 0.15 x 2.5/0.5.
S = wG/e.
S = 0.15 x 2.5/0.5.
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers