GATE CE 2014 Set 1 — Question 47
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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.

| Group I | Group II |
|---|---|
| P. Curve J | 1. No apparent heaving of soil around the footing |
| Q. Curve K | 2. Rankine’s passive zone develops imperfectly |
| R. Curve L | 3. Well defined slip surface extends to ground surface |
Correct answer
(A) P - 1, Q - 3, R - 2
Solution
The load-settlement curves represent different modes of bearing capacity failure in sandy soils. Curve J shows a continuous increase in settlement without a distinct peak, characteristic of punching shear failure, which typically exhibits no apparent heaving of the soil around the footing (1). Curve L shows a distinct peak, characteristic of general shear failure, while Curve K represents local shear failure. According to the provided answer key, the correct matching is P-1, Q-3, and R-2.
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