Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay silt sand clayey silt clay silt sand clayey silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sand particles are made of kaolinite illite rock minerals montmorillonite kaolinite illite rock minerals montmorillonite 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 wet of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and wet of OMC wet of OMC and dry of OMC dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index decrease in liquid limit and increase in plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in both liquid limit and plasticity index 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 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 0.5 -2 2 -0.5 0.5 -2 2 ANSWER DOWNLOAD EXAMIANS APP
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