Soil Mechanics and Foundation The shear strength of a soil Decreases with increase 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 decrease in normal stress Decreases with increase 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 decrease in normal stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged increases first increases and then decreases decreases remains unchanged increases first increases and then decreases decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of consolidation of a soil is affected by permeability None of these compressibility both compressibility and permeability permeability None of these compressibility both compressibility and permeability ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The flownet for an earthen dam with 30 m water depth consists of 25 potential drops and 5 flow channels. The coefficient of permeability of dam material is 0.03 mm/sec. The discharge per meter length of dam is 0.1125 m3/sec 0.00018 nrVsec 0.18 m3/sec 0.0045 m3/sec 0.1125 m3/sec 0.00018 nrVsec 0.18 m3/sec 0.0045 m3/sec ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the plastic limit of a soil is greater than the liquid limit, then the plasticity index is reported as 1 negative non-plastic (NP) zero 1 negative non-plastic (NP) zero 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° 0.05 N/mm² and 0° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 45° 0.05 N/mm² and 0° 0.2 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
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