Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? falling head method constant head method None of these both the above falling head method constant head method None of these both the above ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation for clays normally increases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit increases with increase in liquid limit decreases with increase in liquid limit remains constant at all liquid limits first increases and then decreases with increase in liquid limit 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 -0.5 -2 0.5 2 -0.5 -2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only both moisture content and amount of compaction energy None of these amount of compaction energy only moisture content only 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 increase both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases both optimum water content and maximum dry density increase both optimum water content and maximum dry density decrease[ES 93] optimum water content decreases but maximum dry density increases optimum water content increases but maximum dry density decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is sand silt clay clayey silt sand silt clay clayey silt ANSWER DOWNLOAD EXAMIANS APP
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