Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water one phase system two phase system with soil and air three phase system two phase system with soil and water one phase system two phase system with soil and air three phase system 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 15 mm greater than 25 mm between 15 mm and 25 mm 25 mm 15 mm greater than 25 mm between 15 mm and 25 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume All listed here Soil is homogeneous and fully saturated Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of illite rock minerals montmorillonite kaolinite illite rock minerals montmorillonite kaolinite ANSWER DOWNLOAD EXAMIANS APP
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