For a mass of 3.192g of soil with voids ratio 0.532, find its saturated unit weight.
(a) 20.44 KN/m^3
(b) 76.22
(c) 23.55
(d) 50.43
This question was posed to me in quiz.
The doubt is from Consolidation Problems in portion One Dimensional Consolidation of Geotechnical Engineering I