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 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 effective stress is reduced due to decrease in total stress only but pore water pressure does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Total number of stress components at a point within a soil mass loaded at its boundary is 6 3 16 9 6 3 16 9 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay coarse sand fine sand silt clay coarse sand fine sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis All of these is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle All of these is more conservative neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle 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 plastic limit liquid limit plasticity index shrinkage limit plastic limit liquid limit plasticity index ANSWER DOWNLOAD EXAMIANS APP
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