Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by ML SL CH MH ML SL CH MH ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm less than 0.0002 mm greater than 0.2 mm All of these between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The rise of water table below the foundation influences the bearing capacity of soil mainly by reducing effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective unit weight of soil cohesion and effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal increase in pore water pressure and total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Decrease in pore water pressure but increase in total stress ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction cohesion only angle of internal friction only both cohesion and angle of internal friction both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
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