GATE CE 2014 Set 1 — Question 47

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MCQ+2 / -0.67MediumTerzaghi's Bearing CapacityShallow FoundationsGeotechnical Engineering

Geotechnical Engineering → Shallow Foundations → Terzaghi's Bearing Capacity

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Question

Group I contains representative load-settlement curves for different modes of bearing capacity failures of sandy soil. Group II enlists the various failure characteristics. Match the load-settlement curves with the corresponding failure characteristics.
Load-settlement curves J, K, and L for sandy soil
Group IGroup II
P. Curve J1. No apparent heaving of soil around the footing
Q. Curve K2. Rankine’s passive zone develops imperfectly
R. Curve L3. Well defined slip surface extends to ground surface
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