GATE Civil Engineering (CE) 2014 Shift 1 Solved Paper

Question : 47 of 65

Marks: +1, -0

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 the ground surface

P - 1, Q - 3, R - 2
P - 3, Q - 2, R - 1
P - 3, Q - 1, R - 2
P - 1, Q - 2, R - 3

Validate

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