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
Soil Mechanics and Foundation Within the consolidation process of a saturated clay a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant a gradual increase in neutral pressure and a gradual decrease in effective pressure takes place and sum of the two is constant both neutral pressure and effective pressure decrease both neutral pressure and effective pressure increase a gradual decrease in neutral pressure and a gradual increase in effective pressure takes place and sum of the two is constant ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A 300 mm square bearing plate settles by 15 mm in a plate load test on a cohesive soil when the intensity of loading is 0.2 N/mm². The settlement of a prototype shallow footing 1 m square under the same intensity of loading is 30 mm 167 mm 50 mm 15 mm 30 mm 167 mm 50 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation At liquid limit, all soils possess same shear strength of small magnitude different shear strengths of large magnitude same shear strength of large magnitude different shear strengths of small magnitude same shear strength of small magnitude different shear strengths of large magnitude same shear strength of large magnitude different shear strengths of small magnitude ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is treated as spread foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns Is treated as spread foundation All of these Consists of two sets of perpendicularly placed steel beams Is provided for heavily loaded isolated columns 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 0.5 2 -2 -0.5 0.5 2 -2 ANSWER DOWNLOAD EXAMIANS APP
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