Soil Mechanics and Foundation According to IS classification, the range of silt size particles is 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 4.75 mm to 2.00 mm 2.00 mm to 0.425 mm 0.425 mm to 0.075 mm 0.075 mm to 0.002 mm 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
Soil Mechanics and Foundation In the plate loading test for determining the bearing capacity of soil, the size of square bearing plate should be less than 300 mm between 300 mm and 750 mm greater than 1 m between 750 mm and 1 m less than 300 mm between 300 mm and 750 mm greater than 1 m between 750 mm and 1 m ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A cylindrical specimen of saturated soil failed under an axial vertical stress of 100kN/m2 when it was laterally unconfmed. The failure plane was inclined to the horizontal plane at an angle of 45°. The values of cohesion and angle of internal friction for the soil are respectively 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.05 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.05 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of both effective stress and total stress total stress only effective stress only None of these both effective stress and total stress total stress only effective stress only None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 10 mm 40 mm None of these 20 mm 10 mm 40 mm None of these 20 mm ANSWER DOWNLOAD EXAMIANS APP
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