Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in fixed ring type consolido-meter both (A) and (B) None of these only in floating ring type consolido-meter only in fixed ring type consolido-meter both (A) and (B) None of these only in floating ring type consolido-meter ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by CH ML SL MH CH ML SL MH 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 90° 45° 0° 22.5° 90° 45° 0° 22.5° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having face to face or parallel orientation All of these edge to face orientation edge to edge orientation face to face or parallel orientation All of these edge to face orientation edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal decrease in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal increase in pore water pressure and total stress Increase in pore water pressure but decrease in total stress 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
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