Soil Mechanics and Foundation Coefficient of compressibility is independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil different for different types of soils but same for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil different for different types of soils but same for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Highway Research Board (HRB) classification of soils is based on both particle size composition and plasticity characteristics particle size composition plasticity characteristics None of these both particle size composition and plasticity characteristics particle size composition plasticity characteristics None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is sand clay silt gravel sand clay silt gravel ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as Natural slope line All listed here The φ line Repose line Natural slope line All listed here The φ line Repose line ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay 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 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 ANSWER DOWNLOAD EXAMIANS APP
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