Soil Mechanics and Foundation Sand particles are made of rock minerals kaolinite illite montmorillonite rock minerals kaolinite illite montmorillonite 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 -0.5 -2 2 0.5 -0.5 -2 2 0.5 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° 45° 90° 135° 225° 45° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Stoke’s law is valid only if the size of particle is greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm greater than 0.2 mm less than 0.0002 mm All of these between 0.2 mm and 0.0002 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation If the natural water content of soil mass lies between its liquid limit and plastic limit, the soil mass is said to be in solid state plastic state liquid state semi-solid state solid state plastic state liquid state semi-solid state ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Degree of consolidation is directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time directly proportional to square of drainage path and inversely proportional to time directly proportional to time and inversely proportional to drainage path directly proportional to time and inversely proportional to square of drainage path directly proportional to drainage path and inversely proportional to time ANSWER DOWNLOAD EXAMIANS APP
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