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GATE2019 CE-2: 52
A $2 \: m \times 4 \: m$ rectangular footing has to carry a uniformly distributed load of $120 \: kPa$. As per the $2:1$ dispersion method of stress distribution, the increment in vertical stress (in $kPa$) at a depth of $2\: m$ below the footing is _______
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Foundation Engineering
Mar 4, 2019
gate2019-ce-2
numerical-answers
foundation-engineering
geotechnical-engineering
stress-distribution
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