GATE CE 2023 Set 2 — Question 58

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NAT+2 / -0HardMeyerhof's Bearing CapacityShallow FoundationsGeotechnical Engineering

Geotechnical Engineering → Shallow Foundations → Meyerhof's Bearing Capacity

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Question

A square footing is to be designed to carry a column load of 500 kN500\text{ kN} which is resting on a soil stratum having the following average properties: bulk unit weight =19 kN/m3= 19\text{ kN/m}^3; angle of internal friction =0= 0^\circ and cohesion =25 kPa= 25\text{ kPa}. Considering the depth of the footing as 1 m1\text{ m} and adopting Meyerhof’s bearing capacity theory with a factor of safety of 33, the width of the footing (in m) is ___________________________ (round off to one decimal place)
[Assume the applicable shape and depth factor values as unity; ground water level at greater depth.]
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