Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility permeability None of these both compressibility and permeability compressibility permeability None of these both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above ultimate bearing capacity of soil only allowable settlement only both allowable settlement and ultimate bearing capacity none of above ultimate bearing capacity of soil only allowable settlement only both allowable settlement and ultimate bearing capacity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm greater than 25 mm 15 mm 25 mm between 15 mm and 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases both voids ratio and permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a triaxial compression test when drainage is allowed during the first stage (i. e. application of cell pressure) only and not during the second stage (i.e. application of deviator stress at constant cell pressure), the test is known as consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test consolidated drained test unconsolidated drained test consolidated undrained test unconsolidated undrained test ANSWER DOWNLOAD EXAMIANS APP
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