Soil Mechanics and Foundation The coefficient of active earth pressure for a loose sand having an angle of internal friction of 30° is 43833 1 3 43832 43833 1 3 43832 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation The ultimate consolidation settlement of a soil is inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these inversely proportional to the compression index directly proportional to the voids ratio directly proportional to the compression index None of these 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 Total number of stress components at a point within a soil mass loaded at its boundary is 3 16 6 9 3 16 6 9 ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A grillage foundation Is provided for heavily loaded isolated columns Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation All of these Is provided for heavily loaded isolated columns Consists of two sets of perpendicularly placed steel beams Is treated as spread foundation All of these ANSWER DOWNLOAD EXAMIANS APP
Soil Mechanics and Foundation A pycnometer is used to determine water content and specific gravity water content and voids ratio specific gravity and dry density voids ratio and dry density water content and specific gravity water content and voids ratio specific gravity and dry density voids ratio and dry density ANSWER DOWNLOAD EXAMIANS APP
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