Soil Mechanics and Foundation Sand particles are made of rock minerals montmorillonite kaolinite illite rock minerals montmorillonite kaolinite illite ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation When the degree of saturation is zero, the soil mass under consideration represents two phase system with soil and water two phase system with soil and air three phase system one phase system two phase system with soil and water two phase system with soil and air three phase system one phase system ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is much less than that of clayey soils much greater than that of clayey soils None of these almost equal to that of clayey soils much less than that of clayey soils much greater than that of clayey soils None of these almost equal to that of clayey soils ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 20% 30% 50% 40% 20% 30% 50% 40% 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 45° 90° 0° 22.5° 45° 90° 0° 22.5° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation For a loose sand sample and a dense sand sample consolidated to the same effective stress ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ultimate strength is same and also peak strength is same ultimate strength is different but peak strength is same ultimate strength is same but peak ultimate strength is same but peak strength of dense sand is greater than that of loose sand ANSWER DOWNLOAD EXAMIANS APP
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