Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil may increase ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Clay layer A with single drainage and coefficient of consolidation Cv takes 6 months to achieve 50% consolidation. The time taken by clay layer B of the same thickness with double drainage and coefficient of consolidation Cv/2 to achieve the same degree of consolidation is 3 months 12 months 6 months 24 months 3 months 12 months 6 months 24 months ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells sum of the discharges from individual wells greater than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics None of these plasticity characteristics particle size composition both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the compression index directly proportional to the voids ratio inversely proportional to the compression index None of these directly proportional to the compression index directly proportional to the voids ratio inversely proportional to the compression index None of these ANSWER DOWNLOAD EXAMIANS APP
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