Soil Mechanics and Foundation The value of compression index for a remoulded sample whose liquid limit is 50% is 036 0.036 0.028 0.28 036 0.036 0.028 0.28 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Voids ratio of a soil mass can be zero never be greater than unity take values between 0 and 1 only take any value greater than zero be zero never be greater than unity take values between 0 and 1 only take any value greater than zero ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Valid range for S, the degree of saturation of soil in percentage is 0 < S < 100 S < 0 S > 0 0 ≤ S ≤ 100 0 < S < 100 S < 0 S > 0 0 ≤ S ≤ 100 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 225° 90° 135° 45° 225° 90° 135° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance is rarely more than 30° for fine grained soil increases as the size of particles increases is limited to a maximum value of 45° increases as the soil gradation im-proves is rarely more than 30° for fine grained soil increases as the size of particles increases is limited to a maximum value of 45° increases as the soil gradation im-proves ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The shear strength of a soil Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress Decreases with decrease in normal stress Is directly proportional to the angle of internal friction of the soil Is inversely proportional to the angle of internal friction of the soil Decreases with increase in normal stress ANSWER DOWNLOAD EXAMIANS APP
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