Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on vertical plane only horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes vertical plane only horizontal plane only all planes except horizontal and vertical planes both horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The total discharge from two wells situated near to each other is greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells greater than the sum of the discharges from individual wells equal to larger of the two discharges from individual wells sum of the discharges from individual wells less than the sum of the discharges from individual wells ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents one phase system three phase system two phase system with soil and water two phase system with soil and air one phase system three phase system two phase system with soil and water two phase system with soil and air 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 None of these 40 mm 20 mm 10 mm None of these 40 mm 20 mm 10 mm 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° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 0° 0.05 N/mm² and 45° 0.2 N/mm² and 0° 0.5 N/mm² and 30° 0.05 N/mm² and 0° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Relative density of a compacted dense sand is approximately equal to 1.2 0.95 0.6 0.4 1.2 0.95 0.6 0.4 ANSWER DOWNLOAD EXAMIANS APP
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