Soil Mechanics and Foundation Which of the following is a measure of particle size range ? uniformity coefficient coefficient of curvature None of these effective size uniformity coefficient coefficient of curvature None of these effective size ANSWER DOWNLOAD EXAMIANS APP
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 0° 22.5° 90° 45° 0° 22.5° 90° 45° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Water and soil particles are incompressible All listed here Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume Water and soil particles are incompressible All listed here Soil is homogeneous and fully saturated Deformation of the soil, is entirely due to change in volume ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 50 mm 167 mm 15 mm 30 mm 50 mm 167 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil may increase The liquid limit of soil always decreases The liquid limit of soil may decrease The liquid limit of soil always increases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 45° 90° 135° 225° 45° 90° 135° 225° ANSWER DOWNLOAD EXAMIANS APP
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