Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called cohesion angle of internal friction None of these angle of repose cohesion angle of internal friction None of these angle of repose ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a 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 Decreases with increase in normal stress Decreases with decrease in normal stress Is inversely proportional to the angle of internal friction of the soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as shrinkage limit plasticity index plastic limit liquid limit shrinkage limit plasticity index plastic limit liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water table rises upto ground surface, then the total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure 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 total stress is increased due to decrease in pore water pressure but effective stress does not change effective stress is reduced due to decrease in total stress only but pore water pressure 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
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 90° 45° 0° 22.5° 90° 45° 0° 22.5° ANSWER DOWNLOAD EXAMIANS APP
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