Soil Mechanics and Foundation Sensitivity of a soil can be defined as 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 None of these ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on plasticity characteristics None of these both particle size composition and plasticity characteristics particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics particle size composition ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 15 mm 167 mm 50 mm 30 mm 15 mm 167 mm 50 mm 30 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 50% 20% 30% 40% 50% 20% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following types of soil is transported by gravitational forces ? drift talus dune sand loess drift talus dune sand loess ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite montmorillonite None of these illite kaolinite montmorillonite None of these illite ANSWER DOWNLOAD EXAMIANS APP
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