Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm greater than 1 m less than 300 mm between 750 mm and 1 m between 300 mm and 750 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged increases first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² zero and zero 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero 0.5 kg/cm² and 0.5 kg/cm² zero and zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as partially saturated soil dry soil dehydrated soil air entrained soil partially saturated soil dry soil dehydrated soil air entrained soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress, water content and undrained strength decrease with depth effective stress and water content increase with depth but undrained strength decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same 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 and also different for a soil under different states of consolidation constant for any type of soil different for different types of soils but same 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 and also different for a soil under different states of consolidation constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
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