Soil Mechanics and Foundation In a deposit of normally consolidated clay effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth effective stress and undrained strength increase with depth but water content decreases with depth effective stress and water content increase with depth but undrained strength decreases with depth effective stress, water content and undrained strength decrease with depth effective stress increases with depth but water content of soil and un-drained strength decrease with depth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is None of these more at edges compared to middle less at edges compared to middle uniform throughout None of these more at edges compared to middle less at edges compared to middle uniform throughout ANSWER DOWNLOAD EXAMIANS APP
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 all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only vertical plane only all planes except horizontal and vertical planes both horizontal and vertical planes horizontal plane only 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 0.2 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° 0.05 N/mm² and 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The clay mineral with the largest swelling and shrinkage characteristics is illite kaolinite montmorillonite None of these illite kaolinite montmorillonite None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A fully saturated soil is said to be 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
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