Civil Engineering > GATE 2019 SET-2 > Geotechnical Engineering
A 2 m × 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 _______.
Correct : 40 to 40
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