Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and smooth vertical and rough plane and rough vertical and smooth plane and smooth vertical and rough plane and rough ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The major principal stress in an element of cohesion-less soil within the backfill of a retaining wall is Inclined at 45° to the vertical plane Vertical if the soil is in a passive state of plastic equilibrium Vertical if the soil is in an active state of plastic equilibrium None of these Inclined at 45° to the vertical plane Vertical if the soil is in a passive state of plastic equilibrium Vertical if the soil is in an active state of plastic equilibrium None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation Is provided for heavily loaded isolated columns All of these Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of both cohesion and angle of internal friction angle of internal friction only both cohesion and angle of internal friction cohesion only both cohesion and angle of internal friction angle of internal friction only both cohesion and angle of internal friction cohesion only ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the material of the base of the Casagrande liquid limit device on which the cup containing soil paste drops is softer than the standard hard rubber, then The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil always decreases The liquid limit of soil may increase The liquid limit of soil may decrease The liquid limit of soil always increases The liquid limit of soil always decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess different shear strengths of large magnitude same shear strength of small magnitude different shear strengths of small magnitude same shear strength of large magnitude different shear strengths of large magnitude same shear strength of small magnitude different shear strengths of small magnitude same shear strength of large magnitude ANSWER DOWNLOAD EXAMIANS APP
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