Soil Mechanics and Foundation Coefficient of earth pressure at rest is less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure greater than active earth pressure but less than passive earth pressure less than both the active and passive earth pressures less than active earth pressure but greater than passive earth pressure greater than both the active earth pressure and passive earth pressure greater than active earth pressure but less than passive earth pressure ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation With the increase in the amount of compaction energy both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases both optimum water content and maximum dry density increase optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine specific gravity and dry density water content and voids ratio water content and specific gravity voids ratio and dry density specific gravity and dry density water content and voids ratio water content and specific gravity voids ratio and dry density ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? effective size uniformity coefficient None of these coefficient of curvature effective size uniformity coefficient None of these coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For better strength and stability, the fine grained soils and coarse grained soils are compacted respectively as dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC wet of OMC and dry of OMC wet of OMC and wet of OMC 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° 135° 45° 90° 225° 135° 45° 90° ANSWER DOWNLOAD EXAMIANS APP
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