Soil Mechanics and Foundation The most suitable method for drainage of fine grained cohesive soils is vacuum method well ppint system electroosmosis method deep well system vacuum method well ppint system electroosmosis method deep well system 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 45° 135° 225° 90° 45° 135° 225° 90° ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The hydrometer method of sedimentation analysis differs from the pipette analysis mainly in the method of preparation of soil suspension the method of taking observations All of these the principle of test the method of preparation of soil suspension the method of taking observations All of these the principle of test 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 A plane inclined at an angle ‘φ’ to the horizontal at which the soil is expected to stay in the absence of any lateral support, is known as The φ line Natural slope line Repose line All listed here The φ line Natural slope line Repose line All listed here ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is None of these more at edges compared to middle uniform throughout less at edges compared to middle None of these more at edges compared to middle uniform throughout less at edges compared to middle ANSWER DOWNLOAD EXAMIANS APP
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