GATE CE 2026 Set 2 — Question 57

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NAT+2 / -0MediumTerzaghi's Bearing CapacityShallow FoundationsGeotechnical EngineeringBearing Capacity Factors

Geotechnical Engineering → Shallow Foundations → Bearing Capacity Factors

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Question

The ultimate bearing capacity of a 1 m1\text{ m} wide strip footing is 532.80 kPa532.80\text{ kPa}, when it is embedded at 1 m1\text{ m} depth in dry cohesionless soil. The soil has a unit weight of 18 kN/m318\text{ kN/m}^3. The ultimate bearing capacity is 864 kPa864\text{ kPa} when the depth of embedment becomes 2 m2\text{ m}.
Neglecting the effect of the depth factor, the bearing capacity factor NqN_q is ______ (rounded off to one decimal place).
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Enter a number. Decimals, negative values and scientific notation are accepted.

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