Soil Mechanics and Foundation Coefficient of compressibility is 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 different for different types of soils but same for a soil under different states of consolidation constant for any type of soil 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 different for different types of soils but same for a soil under different states of consolidation constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is deep well system well ppint system vacuum method electroosmosis method deep well system well ppint system vacuum method electroosmosis method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is rarely more than 30° for fine grained soil is limited to a maximum value of 45° increases as the soil gradation im-proves increases as the size of particles increases is rarely more than 30° for fine grained soil is limited to a maximum value of 45° increases as the soil gradation im-proves increases as the size of particles increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Effective stress on soil Decreases voids ratio and increases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Increases voids ratio and decreases permeability Decreases voids ratio and increases permeability Increases both voids ratio and permeability Decreases both voids ratio and permeability Increases voids ratio and decreases permeability 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 first increases and then decreases remains unchanged increases decreases first increases and then decreases remains unchanged increases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes 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 Soil is homogeneous and fully saturated ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS