Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as plastic limit shrinkage limit liquid limit plasticity index plastic limit shrinkage limit liquid limit plasticity index 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 time effective stress with depth pore water pressure with time pore water pressure with depth effective stress with time effective stress with depth pore water pressure with time pore water pressure with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices All of these assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? None of these effective size uniformity coefficient coefficient of curvature None of these effective size uniformity coefficient coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm 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 different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil ANSWER DOWNLOAD EXAMIANS APP
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