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Question

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=n1n=0.3510.35

= 0.538

Critical hydraulic gradient,

icr=G11+e=2.511+0.538

= 0.975

Permissible exit gradient (i) with factor of safety = 5 is

i=icr5=0.9755

= 0.195

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