Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics None of these particle size composition plasticity characteristics both particle size composition and plasticity characteristics ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index decrease in liquid limit and no change in plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these both (A) and (B) only in floating ring type consolido-meter only in fixed ring type consolido-meter None of these both (A) and (B) only in floating ring type consolido-meter only in fixed ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is 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 equal to larger of the two discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? falling head method both the above constant head method None of these falling head method both the above constant head method None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 43832 3 43833 1 43832 3 43833 ANSWER DOWNLOAD EXAMIANS APP
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