Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by compressibility None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Decreases both voids ratio and permeability Increases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Decreases both voids ratio and 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 unconsolidated undrained test consolidated undrained test unconsolidated drained test consolidated drained test unconsolidated undrained test consolidated undrained test unconsolidated drained test consolidated drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand clay silt clayey silt sand clay silt clayey silt 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 between 15 mm and 25 mm 25 mm 15 mm greater than 25 mm between 15 mm and 25 mm 25 mm 15 mm greater than 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by SL ML MH CH SL ML MH CH ANSWER DOWNLOAD EXAMIANS APP
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