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 decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is rarely more than 30° for fine grained soil increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° is rarely more than 30° for fine grained soil increases as the size of particles increases increases as the soil gradation im-proves is limited to a maximum value of 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by None of these permeability compressibility both compressibility and permeability None of these permeability compressibility both compressibility and permeability 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 both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? uniformity coefficient effective size None of these coefficient of curvature uniformity coefficient effective size None of these coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
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