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GATE CE 2019 Set 2 — Question 62

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NAT+2 / -0EasyStress Below Loaded AreaStress Distribution in SoilsGeotechnical Engineering

Geotechnical Engineering → Stress Distribution in Soils → Stress Below Loaded Area

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Question

A 2 m×4 m2\text{ m} \times 4\text{ m} rectangular footing has to carry a uniformly distributed load of 120 kPa120\text{ kPa}. As per the 2:12:1 dispersion method of stress distribution, the increment in vertical stress (in kPa\text{kPa}) at a depth of 2 m2\text{ m} below the footing is ____________
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