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 wet of OMC wet of OMC and dry 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 wet of OMC wet of OMC and dry of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by None of these both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability compressibility ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? calcium carbide method oven drying method pycnometer method sand bath method calcium carbide method oven drying method pycnometer method sand bath method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The admixture of coarser particles like sand or silt to clay causes increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index increase in both liquid limit and plasticity index decrease in liquid limit and no change in plasticity index decrease in liquid limit and increase in plasticity index decrease in both liquid limit and plasticity index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Decreases with the increase in the initial voids ratio Increases with the decrease in the porosity of the soil Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydraulic head that would produce a quick condition in a sand stratum of thickness 1.5 m, specific gravity 2.67 and voids ratio 0.67 is equal to 2.0m 1.5m 3m 1.0m 2.0m 1.5m 3m 1.0m ANSWER DOWNLOAD EXAMIANS APP
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