Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in semi-solid state plastic state liquid state solid state semi-solid state plastic state liquid state solid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is 1 between 0 and 1 zero greater than 1 [CS 95] 1 between 0 and 1 zero greater than 1 [CS 95] ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can never be greater than unity take any value greater than zero take values between 0 and 1 only be zero never be greater than unity take any value greater than zero take values between 0 and 1 only be zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The maximum dry density upto which any soil can be compacted depends upon amount of compaction energy only both moisture content and amount of compaction energy moisture content only None of these amount of compaction energy only both moisture content and amount of compaction energy moisture content only None of these 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 dry of OMC and wet of OMC dry of OMC and dry of OMC where OMC is optimum moisture content wet of OMC and dry of OMC wet of OMC and wet 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 dry of OMC ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total and effective stresses at a depth of 5 m below the top level of water in a swimming pool are respectively 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² 1.0 kg/cm² and 0.5 kg/cm² 0.5 kg/cm² and zero zero and zero 0.5 kg/cm² and 0.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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