Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 45° 90° 225° 135° 45° 90° 225° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm 0.425 mm to 0.075 mm 2.00 mm to 0.425 mm 4.75 mm to 2.00 mm 0.075 mm to 0.002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can take values between 0 and 1 only never be greater than unity be zero take any value greater than zero take values between 0 and 1 only never be greater than unity be zero take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of clay coarse sand fine sand silt clay coarse sand fine sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by both compressibility and permeability permeability compressibility None of these both compressibility and permeability permeability compressibility None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is well ppint system deep well system electroosmosis method vacuum method well ppint system deep well system electroosmosis method vacuum method ANSWER DOWNLOAD EXAMIANS APP
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