Soil Mechanics and Foundation The total discharge from two wells situated near to each other is less than the sum of the discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells equal to larger of the two discharges from individual wells less than the sum of the discharges from individual wells greater than the sum of the discharges from individual wells sum of the discharges from individual wells equal to larger of the two discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Constant head permeameter is used to test permeability of fine sand clay coarse sand silt fine sand clay coarse sand silt ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the incorrect statement. Effective angle of shearing resistance 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 is rarely more than 30° for fine grained soil increases as the size of particles increases is limited to a maximum value of 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of permeability of soil None of these increases with the decrease in temperature does not depend upon temperature increases with the increase in temperature None of these increases with the decrease in temperature does not depend upon temperature increases with the increase in temperature 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 Which of the following methods is more suitable for the determination of permeability of clayey soil ? falling head method None of these horizontal permeability test constant head method falling head method None of these horizontal permeability test constant head method ANSWER DOWNLOAD EXAMIANS APP
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