Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and rough plane and smooth plane and rough vertical and smooth vertical and rough plane and smooth plane and rough vertical and smooth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 90° 22.5° 0° 45° 90° 22.5° 0° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 0.6 0.4 1.2 0.95 0.6 0.4 1.2 0.95 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit increases with increase in liquid limit remains constant at all liquid limits decreases with increase in liquid limit first increases and then decreases with increase in liquid limit ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state 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 2 0.5 -2 -0.5 2 0.5 -2 -0.5 ANSWER DOWNLOAD EXAMIANS APP
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