Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to drainage path and inversely proportional to time directly proportional to time and inversely proportional to square of drainage path directly proportional to square of drainage path and inversely proportional to time 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 decrease The liquid limit of soil may increase The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil may increase ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is 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 independent of type of soil but depends on the stress history of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 20% 50% 30% 40% 20% 50% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is kaolinite illite montmorillonite None of these kaolinite illite montmorillonite None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Unconfmed compressive strength test is undrained test consolidated undrained test consolidated drained test drained test undrained test consolidated undrained test consolidated drained test drained test ANSWER DOWNLOAD EXAMIANS APP
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