Soil Mechanics and Foundation Water content of soil can be less than 0 % never be greater than 100 % take values only from 0 % to 100 % be greater than 100 % be less than 0 % never be greater than 100 % take values only from 0 % to 100 % be greater than 100 % ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A soil has a bulk density of 22 kN/m3 and water content 10 %. The dry density of soil is 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 22.0 kN/m3 18.6 kN/m3 20.0 kN/m3 23.2 kN/m3 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 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 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Coarse grained soils are best compacted by a rubber tyred roller vibratory roller drum roller sheep’s foot roller rubber tyred roller vibratory roller drum roller sheep’s foot roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and voids ratio specific gravity and dry density voids ratio and dry density water content and specific gravity water content and voids ratio specific gravity and dry density voids ratio and dry density water content and specific gravity ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Skempton’s pore pressure coefficient B for saturated soil is zero 1 greater than 1 [CS 95] between 0 and 1 zero 1 greater than 1 [CS 95] between 0 and 1 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS