Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because None of these Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible None of these Stress distribution on the failure plane, is non uniform It can be performed under all three drainage conditions with complete control Precise measurement of pore pressure and change in volume during test, is not possible ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 1.0 and 0.0 1.0 and 0.5 0.5 and 1.0 0.0 and 1.0 1.0 and 0.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 equal to or gi eater than 1 always less than 1 equal to or less than 1 always equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm greater than 0.2 mm between 0.2 mm and 0.0002 mm All of these less than 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS