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 plastic state solid state semi-solid state liquid state plastic state solid state semi-solid state liquid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 0.28 036 0.036 0.028 0.28 036 0.036 0.028 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated Water and soil particles are incompressible All listed here Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated Water and soil particles are incompressible All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis All of these assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices All of these assumes the slip surface as an arc of a circle is more conservative neglects the effect of forces acting on the sides of the slices ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Temperature, meniscus and dispersing agent corrections Temperature correction Meniscus correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Temperature correction Meniscus correction Dispersing agent correction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? constant head method None of these falling head method horizontal permeability test constant head method None of these falling head method horizontal permeability test ANSWER DOWNLOAD EXAMIANS APP
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