Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 1 3 43832 43833 1 3 43832 43833 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is electroosmosis method deep well system well ppint system vacuum method electroosmosis method deep well system well ppint system vacuum method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time 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 40 mm 20 mm 10 mm None of these 40 mm 20 mm 10 mm None of these 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 0.05 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° 0.5 N/mm² and 30° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A tri-axial shear test is preferred to direct shear test, because Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform Precise measurement of pore pressure and change in volume during test, is not possible None of these It can be performed under all three drainage conditions with complete control Stress distribution on the failure plane, is non uniform ANSWER DOWNLOAD EXAMIANS APP
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