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 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is between 15 mm and 25 mm 25 mm greater than 25 mm 15 mm between 15 mm and 25 mm 25 mm greater than 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the volume of voids is equal to the volume of solids in a soil mass, then the values of porosity and voids ratio respectively are 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 1.0 and 0.5 0.0 and 1.0 1.0 and 0.0 0.5 and 1.0 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Due to a rise in temperature, the viscosity and the unit weight of the percolating fluid are reduced to 60% and 90% respectively.If other things remain constant, the coefficient of permeability increases by 50% decreases by 33.3% increases by 33.3% increases by 25% increases by 50% decreases by 33.3% increases by 33.3% increases by 25% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which one of the following clays behaves like a dense sand ? over-consolidated ciay with a high over-consolidation ratio under-consolidated clay normally consolidated clay over-consolidated clay with a low over-consolidation ratio over-consolidated ciay with a high over-consolidation ratio under-consolidated clay normally consolidated clay over-consolidated clay with a low over-consolidation ratio ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the permeability of a soil is 0.8 mm/sec, the type of soil is gravel sand clay silt gravel sand clay silt ANSWER DOWNLOAD EXAMIANS APP