Soil Mechanics and Foundation Coarse grained soils are best compacted by a drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil constant for any type of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above allowable settlement only both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only none of above allowable settlement only both allowable settlement and ultimate bearing capacity ultimate bearing capacity of soil only 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 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 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 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 total stress is increased due to decrease in pore water pressure but effective stress does not change ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these is more conservative assumes the slip surface as an arc of a circle neglects the effect of forces acting on the sides of the slices All of these ANSWER DOWNLOAD EXAMIANS APP
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