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 0.5 -0.5 2 -2 0.5 -0.5 2 -2 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the shearing stress is zero on two planes, then the angle between the two planes is 135° 225° 90° 45° 135° 225° 90° 45° 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 dry soil air entrained soil partially saturated soil dehydrated soil dry soil air entrained soil partially saturated soil dehydrated soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the water content of a fully saturated soil mass is 100%, then the voids ratio of the sample is less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil less than specific gravity of soil independent of specific gravity of soil greater than specific gravity of soil equal to specific gravity of soil ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Dispersed type of soil structure is an arrangement comprising particles having edge to face orientation All of these face to face or parallel orientation edge to edge orientation edge to face orientation All of these face to face or parallel orientation edge to edge orientation ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The water content of soil, which represents the boundary between plastic state and liquid state, is known as liquid limit plasticity index shrinkage limit plastic limit liquid limit plasticity index shrinkage limit plastic limit ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS