Soil Mechanics and Foundation The ultimate consolidation settlement of a structure resting on a soil Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio Decreases with the decrease in the plastic limit Increases with the decrease in the porosity of the soil Decreases with the increase in the initial voids ratio Increases with the increase in the initial voids ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil always increases The liquid limit of soil may decrease The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil always increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is less at edges compared to middle more at edges compared to middle None of these uniform throughout less at edges compared to middle more at edges compared to middle None of these uniform throughout ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as shrinkage limit plasticity index liquid limit plastic limit shrinkage limit plasticity index liquid limit plastic limit 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 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 dry of OMC and dry of OMC where OMC is optimum moisture content dry of OMC and wet of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The angle that Coulomb’s failure envelope makes with the horizontal is called None of these cohesion angle of repose angle of internal friction None of these cohesion angle of repose angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
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