The critical exist gradient of seepage water in soils, increases with-A-an increase in specific gravityB-a decrease in specific gravityC-a decrease in void ratioD-both (a) and (c)E-none of these.-D-both (a) and (c)

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APTITUDE CRACK · Accepted Answer

D both (a) and (c) Critical exit Gradient ic = hl/l. Head loss/Length of seepage. Critical hydrulic gradient i=G 1/1+e, So the answer is E, not D

Soil Mechanics and Foundation Engineering - Engineering

The critical exist gradient of seepage water in soils, increases with

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Soil Mechanics and Foundation Engineering - Engineering

The critical exist gradient of seepage water in soils, increases with

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