Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH SL MH ML CH SL MH ML 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 all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
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 may increase The liquid limit of soil always increases The liquid limit of soil may decrease The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil always increases The liquid limit of soil may decrease The liquid limit of soil always decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Precise measurement of pore pressure and change in volume during test, is not possible It can be performed under all three drainage conditions with complete control None of these Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible It can be performed under all three drainage conditions with complete control None of these Stress distribution on the failure plane, is non uniform 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 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 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 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 equal to larger of the two discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells less than the 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 sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
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