Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated undrained test undrained test consolidated drained test drained test consolidated undrained test undrained test consolidated drained test drained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay 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 decrease 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 increase 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 decrease 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 increase ANSWER DOWNLOAD EXAMIANS APP
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 Water content of soil can take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % take values only from 0 % to 100 % be greater than 100 % never be greater than 100 % be less than 0 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is between 15 mm and 25 mm 25 mm greater than 25 mm 15 mm between 15 mm and 25 mm 25 mm greater than 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
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