GATE CE 2019 Set 1 — Question 65

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

Geotechnical Engineering → Shallow Foundations → Terzaghi's Bearing Capacity

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A square footing of 4 m4\text{ m} side is placed at 1 m1\text{ m} depth in a sand deposit. The dry unit weight (γ\gamma) of sand is 15 kN/m315\text{ kN/m}^3. This footing has an ultimate bearing capacity of 600 kPa600\text{ kPa}. Consider the depth factors: dq=dγ=1.0d_q = d_\gamma = 1.0 and the bearing capacity factor: Nγ=18.75N_\gamma = 18.75. This footing is placed at a depth of 2 m2\text{ m} in the same soil deposit. For a factor of safety of 3.03.0 as per Terzaghi's theory, the safe bearing capacity (in kPa\text{kPa}) of this footing would be ______.
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