Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume Water and soil particles are incompressible All listed here Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume Water and soil particles are incompressible All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on vertical plane only both horizontal and vertical planes horizontal plane only all planes except horizontal and vertical planes vertical plane only both horizontal and vertical planes horizontal plane only all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is independent of specific gravity of soil equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil independent of specific gravity of soil equal to specific gravity of soil less than specific gravity of soil greater than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be 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 two phase system with soil and water ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called cohesion angle of repose angle of internal friction None of these cohesion angle of repose angle of internal friction None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure does not change total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change total stress is reduced due to increase in pore water pressure only but effective stress does not change ANSWER DOWNLOAD EXAMIANS APP