Soil Mechanics and Foundation Terzaghi’s theory of one dimensional consolidation assumes Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume Soil is homogeneous and fully saturated All listed here Water and soil particles are incompressible Deformation of the soil, is entirely due to change in volume 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
Soil Mechanics and Foundation Water content of soil can be greater than 100 % 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 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Bishop’s method of stability analysis neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle is more conservative All of these neglects the effect of forces acting on the sides of the slices assumes the slip surface as an arc of a circle is more conservative All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following types of soil is transported by gravitational forces ? loess dune sand talus drift loess dune sand talus drift ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Shear strength of a soil is a unique function of total stress only effective stress only both effective stress and total stress None of these total stress only effective stress only both effective stress and total stress None of these ANSWER DOWNLOAD EXAMIANS APP