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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.

$\begin{array}{ll} \text{Group I} & \text{Group II } \\ P. \text{Curve J} & 1. \text{No apparent heaving of soil around the footing} \\ Q. \text{Curve K} & 2. \text{Rankine’s passive zone develops imperfectly} \\ R. \text{Curve L} & 3. \text{Well-defined slip surface extends to ground surface} \end{array}$

  1. $P – 1, \: Q – 3, \: R – 2$
  2. $P – 3, \: Q – 2, \: R – 1$
  3. $P – 3, \: Q – 1, \: R – 2$
  4. $P – 1, \: Q – 2, \: R – 3$
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