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 increase 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 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer a dimensional parameter directly proportional to permeability of soil inversely proportional to drainage path independent of thickness of clay layer ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as dehydrated soil air entrained soil dry soil partially saturated soil dehydrated soil air entrained soil dry soil partially saturated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 40 mm 10 mm None of these 20 mm 40 mm 10 mm None of these 20 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Physical properties of a permeant which influence permeability are viscosity only both viscosity and unit weight unit weight only None of these viscosity only both viscosity and unit weight unit weight only None of these ANSWER DOWNLOAD EXAMIANS APP
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 always increases The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil may decrease ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS