Soil Mechanics and Foundation Coarse grained soils are best compacted by a sheep’s foot roller rubber tyred roller drum roller vibratory roller sheep’s foot roller rubber tyred roller drum roller vibratory roller ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation During the first stage of triaxial test when the cell pressure is increased from 0.10 N/mm² to 0.26 N/mm², the pore water pressure increases from 0.07 N/mm² to 0.15 “N/mm². Skempton’s pore pressure parameter B is 2 -2 -0.5 0.5 2 -2 -0.5 0.5 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation In the triaxial compression test, the application of additional axial stress (i.e. deviator stress) on the soil specimen produces shear stress on all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes all planes except horizontal and vertical planes horizontal plane only vertical plane only both horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The slope of isochrone at any point at a given time indicates the rate of change of pore water pressure with time pore water pressure with depth effective stress with depth effective stress with time pore water pressure with time pore water pressure with depth effective stress with depth effective stress with time ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having All of these edge to face orientation face to face or parallel orientation edge to edge orientation All of these edge to face orientation face to face or parallel orientation edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Which of the following methods is most accurate for the determination of the water content of soil ? sand bath method pycnometer method oven drying method calcium carbide method sand bath method pycnometer method oven drying method calcium carbide method ANSWER DOWNLOAD EXAMIANS APP