Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is clay silt sand clayey silt clay silt sand clayey silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Temperature correction Temperature, meniscus and dispersing agent corrections Meniscus correction Dispersing agent correction Temperature correction Temperature, meniscus and dispersing agent corrections Meniscus correction 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 liquid limit plastic limit plasticity index shrinkage limit liquid limit plastic limit plasticity index shrinkage limit 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
Soil Mechanics and Foundation Which of the following is a measure of particle size range ? uniformity coefficient None of these effective size coefficient of curvature uniformity coefficient None of these effective size coefficient of curvature ANSWER DOWNLOAD EXAMIANS APP
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