Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on None of these plasticity characteristics both particle size composition and plasticity characteristics particle size composition None of these plasticity characteristics both particle size composition and plasticity characteristics particle size composition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 90° 45° 225° 135° 90° 45° 225° 135° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit 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 vertical plane only horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only horizontal plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
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