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 solid state plastic state liquid state semi-solid state solid state plastic state liquid state semi-solid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil independent of type of soil but depends on the stress history of soil different for different types of soils but same for a soil under different states of consolidation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of coarse sand silt clay fine sand coarse sand silt clay fine sand ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 1 3 43832 43833 1 3 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is less than 0.0002 mm All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm less than 0.0002 mm All of these greater than 0.2 mm between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a sheep’s foot roller rubber tyred roller vibratory roller drum roller sheep’s foot roller rubber tyred roller vibratory roller drum roller ANSWER DOWNLOAD EXAMIANS APP
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