Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of internal friction angle of repose None of these cohesion angle of internal friction angle of repose None of these cohesion 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 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 vertical plane only horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Decreases voids ratio and increases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Increases voids ratio and decreases permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
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