Soil Mechanics and Foundation
Direct measurement of permeability of the specimen at any stage of loading can be made

None of these
only in floating ring type consolido-meter
only in fixed ring type consolido-meter
both (A) and (B)

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Soil Mechanics and Foundation
The admixture of coarser particles like sand or silt to clay causes

decrease in liquid limit and no change in plasticity index
increase in both liquid limit and plasticity index
decrease in liquid limit and increase in plasticity index
decrease in both liquid limit and plasticity index

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Soil Mechanics and Foundation
The total discharge from two wells situated near to each other is

sum of the discharges from individual wells
equal to larger of the two discharges from individual wells
greater than the sum of the discharges from individual wells
less than the sum of the discharges from individual wells

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