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The correct match between the physical states of the soils given is Group $\text{I}$ and the governing conditions given in Group $\text{II}$ is

$\begin{array}{|c|c|} \hline \text{Group I} &  \text{Group II} \\ \hline \text{1. normally consolidated soil} &  \text{P. sensitivity > 16} \\ \hline \text{2. quick clay} &  \text{Q. dilation angle = 0}\\ \hline \text{3. sand in critical state} &  \text{R. liquid limit > 50} \\ \hline \text{4. clay of high plasticity} &  \text{S.  over consolidation ratio = 1} \\ \hline \end{array}$

  1. $1-S, 2-P, 3-Q, 4-R$
  2. $1-Q, 2-S, 3-P, 4-R$
  3. $1-Q, 2-P, 3-R, 4-S$
  4. $1-S, 2-Q, 3-P, 4-R$
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