Soil Mechanics and Foundation Rankine’s theory of earth pressure assumes that the back of the wall is vertical and smooth plane and rough vertical and rough plane and smooth vertical and smooth plane and rough vertical and rough plane and smooth ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Direct measurement of permeability of the specimen at any stage of loading can be made only in floating ring type consolido-meter None of these both (A) and (B) only in fixed ring type consolido-meter only in floating ring type consolido-meter None of these both (A) and (B) only in fixed ring type consolido-meter 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 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 25 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ratio of volume of voids to the total volume of soil mass is called air content voids ratio porosity percentage air voids air content voids ratio porosity percentage air voids ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is best suited for determination of permeability of coarse-grained soils ? None of these both the above falling head method constant head method None of these both the above falling head method constant head method ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is more suitable for the determination of permeability of clayey soil ? horizontal permeability test falling head method constant head method None of these horizontal permeability test falling head method constant head method None of these ANSWER DOWNLOAD EXAMIANS APP
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