Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 3 (Q.No. 25)
25.
A moist soil sample of volume 60 cc. weighs 108 g and its dried weight is 86.4 g. If its absolute density is 2.52, the degree of saturation is
Discussion:
15 comments Page 2 of 2.
Shashank said:
8 years ago
The Critical hydraulic gradient (i) = G-1/(1+e).
Anomie said:
7 years ago
Thanks for the explanation @Anand Joshi.
Geet said:
4 years ago
@Kishan.
Very nice, Thanks.
Very nice, Thanks.
(1)
Jonty said:
7 years ago
Well said Thanks @Abhay.
Joti said:
6 years ago
Thanks @Bhaskar.
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