Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called porosity percentage air voids air content voids ratio porosity percentage air voids air content voids ratio 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 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm 15 mm between 15 mm and 25 mm greater than 25 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Rise of water table in cohesionless soils upto ground surface reduces the net ultimate bearing capacity approximately by 30% 40% 50% 20% 30% 40% 50% 20% ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following statements is correct? Uniformity coefficient represents the shape of the particle size distribution curve. For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. A soil is said to be well graded if it has most of the particles of about the same size None of these Uniformity coefficient represents the shape of the particle size distribution curve. For a well graded soil, both uniformity coefficient and coefficient of curvature are nearly unity. A soil is said to be well graded if it has most of the particles of about the same size None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Water content of soil can be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % be greater than 100 % take values only from 0 % to 100 % be less than 0 % never be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Sensitivity of a soil can be defined as ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ratio of compressive strength of unconfined undisturbed soil to that of soil in a remoulded state ratio of volume of voids to volume of solids None of these percentage of volume change of soil under saturated condition ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS