Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and rough vertical and smooth plane and smooth plane and rough vertical and rough vertical and smooth plane and smooth plane and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns Is treated as spread foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns Is treated as spread foundation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coefficient of compressibility is independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil different for different types of soils but same for a soil under different states of consolidation independent of type of soil but depends on the stress history of soil different for different types of soils and also different for a soil under different states of consolidation constant for any type of soil different for different types of soils but same for a soil under different states of consolidation 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 unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance effective unit weight of soil and effective angle of shearing resistance cohesion and effective angle of shearing resistance cohesion and effective unit weight of soil effective angle of shearing resistance ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 2 -0.5 -2 0.5 2 -0.5 -2 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table above the ground surface causes Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress Decrease in pore water pressure but increase in total stress Equal decrease in pore water pressure and total stress Increase in pore water pressure but decrease in total stress Equal increase in pore water pressure and total stress ANSWER DOWNLOAD EXAMIANS APP
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