Soil Mechanics and Foundation Coefficient of permeability of soil None of these increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature None of these increases with the increase in temperature does not depend upon temperature increases with the decrease in temperature ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 600 mm square bearing plate settles by 15 mm in plate load test on a cohesionless soil under an intensity of loading of 0.2 N/ram2. The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 25 mm greater than 25 mm between 15 mm and 25 mm 15 mm 25 mm greater than 25 mm between 15 mm and 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the voids of a soil mass are full of air only, the soil is termed as air entrained soil dehydrated soil dry soil partially saturated soil air entrained soil dehydrated soil dry soil partially saturated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Select the correct range of density index,1D 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 0 ≤ 1D ≤ 1 1D > 0 ID > 0 0 < 1D < 1 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 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 both cohesion and angle of internal friction ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Compressibility of sandy soils is None of these almost equal to that of clayey soils much greater than that of clayey soils much less than that of clayey soils None of these almost equal to that of clayey soils much greater than that of clayey soils much less than that of clayey soils ANSWER DOWNLOAD EXAMIANS APP