Soil Mechanics and Foundation Unconfmed compressive strength test is consolidated drained test consolidated undrained test drained test undrained test consolidated drained test consolidated undrained test drained test undrained test ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index directly proportional to the voids ratio None of these directly proportional to the compression index inversely proportional to the compression index ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Contact pressure beneath a rigid footing resting on cohesive soil is uniform throughout more at edges compared to middle less at edges compared to middle None of these uniform throughout more at edges compared to middle less at edges compared to middle None of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation Inorganic soils with low compressibility are represented by MH CH ML SL MH CH ML SL 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 vertical plane only horizontal plane only both horizontal and vertical planes all planes except horizontal and vertical planes vertical plane only horizontal plane only both horizontal and vertical planes all planes except horizontal and vertical planes ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A normally consolidated clay settled 10 mm when effective stress was increased from 100 kN/m2 to 200 kN/ m2. If the effective stress is further increased from 200 kN/ m2 to 400 kN/ m2, then the settlement of the same clay is 10 mm None of these 40 mm 20 mm 10 mm None of these 40 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
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