Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called angle of repose None of these angle of internal friction cohesion angle of repose None of these angle of internal friction cohesion ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay silt coarse sand fine sand clay silt coarse sand fine sand 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 total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total 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 total stress is reduced due to increase in pore water pressure only but effective stress does not change effective stress is reduced due to increase in pore water pressure only but total stress does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with increase in normal stress Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil Decreases with increase in normal stress Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil Is directly proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible 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 water three phase system two phase system with soil and air one phase system two phase system with soil and water three phase system two phase system with soil and air ANSWER DOWNLOAD EXAMIANS APP
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