Soil Mechanics and Foundation If a cohesive soil specimen is subjected to a vertical compressive load, the inclination of the cracks to the horizontal is 22.5° 0° 90° 45° 22.5° 0° 90° 45° 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
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 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 vertical plane only horizontal plane only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? both the above falling head method None of these constant head method both the above falling head method None of these constant head method 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 constant head method horizontal permeability test falling head method None of these constant head method horizontal permeability test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the plasticity index of a soil mass is zero, the soil is silt sand clay clayey silt silt sand clay clayey silt ANSWER DOWNLOAD EXAMIANS APP
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