Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) None of these only in fixed ring type consolido-meter only in floating ring type consolido-meter both (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC dry of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % 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
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 In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on vertical plane only horizontal plane only both horizontal and vertical planes all planes except horizontal and vertical planes vertical plane only horizontal plane only both horizontal and vertical planes all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
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