GATE CE 2019 Set 2 — Question 65

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

Geotechnical Engineering → Shallow Foundations → Terzaghi's Bearing Capacity

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A square footing of 2 m2\text{ m} sides rests on the surface of a homogeneous soil bed having the properties: cohesion c=24 kPac = 24\text{ kPa}, angle of internal friction ϕ=25\phi = 25^\circ, and unit weight γ=18 kN/m3\gamma = 18\text{ kN/m}^3. Terzaghi's bearing capacity factors for ϕ=25\phi = 25^\circ are Nc=25.1N_c = 25.1, Nq=12.7N_q = 12.7, Nγ=9.7N_\gamma = 9.7, Nc=14.8N_c' = 14.8, Nq=5.6N_q' = 5.6, and Nγ=3.2N_\gamma' = 3.2. The ultimate bearing capacity of the foundation (in kPa\text{kPa}, round off to 2 decimal places) is ___________
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