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  1. 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
    1. 0.82
    2. 0.85
    3. 0.92
    4. 0.95
Correct Option: C

Critical hydraulic gradient,

ic =
G - 1
1 + e

=
2.71 - 1
= 0.924
1 + 0.85



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