Soil Mechanics and Foundation Water content of soil can never be greater than 100 % take values only from 0 % to 100 % be less than 0 % be greater than 100 % never be greater than 100 % take values only from 0 % to 100 % be less than 0 % be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Terzaghi’s bearing capacity factors Nc, Nq and Nr are functions of angle of internal friction only cohesion only both cohesion and angle of internal friction both cohesion and angle of internal friction angle of internal friction only cohesion only both cohesion and angle of internal friction both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis assumes the slip surface as an arc of a circle All of these neglects the effect of forces acting on the sides of the slices is more conservative assumes the slip surface as an arc of a circle All of these neglects the effect of forces acting on the sides of the slices is more conservative ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In a consolidated drained test on a normally consolidated clay, the volume of the soil sample during shear remains unchanged decreases increases first increases and then decreases remains unchanged decreases increases first increases and then decreases ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude different shear strengths of small magnitude different shear strengths of large magnitude same shear strength of small magnitude same shear strength of large magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 < 1D < 1 1D > 0 0 ≤ 1D ≤ 1 ID > 0 0 < 1D < 1 1D > 0 0 ≤ 1D ≤ 1 ID > 0 ANSWER DOWNLOAD EXAMIANS APP
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