To provide safety against piping failure, with a factor of safety of 5, what should be the maximum permissible exit gradient for soil with specific gravity of 2.5 and porosity of 0.35 ?
A
0.155
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B
0.167
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C
0.195
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D
0.213
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Solution
The correct option is C 0.195 Specific gravity,
Gs=2.5
Porosity n = 0.35
Void ratio,
e=n1−n=0.351−0.35
= 0.538
Critical hydraulic gradient,
icr=G−11+e=2.5−11+0.538
= 0.975
Permissible exit gradient (i) with factor of safety = 5 is