Soil mechanics miscellaneous
- The specific gravity and insitu void ratio of a soil deposit are 2.71 and 0.85 respectively. The value of the critical hydraulic gradient is
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Critical hydraulic gradient,
ic = G - 1 1 + e = 2.71 - 1 = 0.924 1 + 0.85 Correct Option: C
Critical hydraulic gradient,
ic = G - 1 1 + e = 2.71 - 1 = 0.924 1 + 0.85