Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Uniformity coefficient of a soil is equal to or less than 1 always equal to 1 always less than 1 equal to or gi eater than 1 equal to or less than 1 always equal to 1 always less than 1 equal to or gi eater than 1 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Within the consolidation process of a saturated clay both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Hydrometer readings are corrected for: Dispersing agent correction Temperature, meniscus and dispersing agent corrections Meniscus correction Temperature correction Dispersing agent correction Temperature, meniscus and dispersing agent corrections Meniscus correction Temperature correction 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° 0° 22.5° 90° 45° 0° 22.5° 90° 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 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 Equal increase in pore water pressure and total stress ANSWER DOWNLOAD EXAMIANS APP
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