Soil Mechanics and Foundation Allowable bearing pressure for a foundation depends upon none of above both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only none of above both allowable settlement and ultimate bearing capacity allowable settlement only ultimate bearing capacity of soil only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ultimate strength is same and also peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is different but peak strength is same ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of effective stress with depth pore water pressure with depth pore water pressure with time effective stress with time effective stress with depth pore water pressure with depth pore water pressure with time effective stress with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 225° 90° 135° 45° 225° 90° 135° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is -0.5 2 -2 0.5 -0.5 2 -2 0.5 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 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 and also different for a soil under different states of consolidation 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 constant for any type of soil different for different types of soils and also different for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
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