Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clayey silt clay sand silt clayey silt clay sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density decrease[ES 93] optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density increase optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density decrease[ES 93] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Time factor for a clay layer is independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter independent of thickness of clay layer directly proportional to permeability of soil inversely proportional to drainage path a dimensional parameter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear increases remains unchanged decreases first increases and then decreases increases remains unchanged decreases first increases and then decreases 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 45° 90° 22.5° 0° 45° 90° 22.5° 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout more at edges compared to middle less at edges compared to middle None of these uniform throughout more at edges compared to middle less at edges compared to middle None of these ANSWER DOWNLOAD EXAMIANS APP
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