GATE CE 2022 Set 1 — Question 40
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Geotechnical Engineering → Consolidation → Atterberg Limits
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Question
The correct match between the physical states of the soils given in Group I and the governing conditions given in Group II is
| Group I | Group II |
|---|---|
| 1. normally consolidated soil | P. sensitivity > 16 |
| 2. quick clay | Q. dilation angle = 0 |
| 3. sand in critical state | R. liquid limit > 50 |
| 4. clay of high plasticity | S. over consolidation ratio = 1 |
Correct answer
(A) 1-S, 2-P, 3-Q, 4-R
Solution
Matching the physical states with their governing conditions:
1.Normally consolidated soil: By definition, its over consolidation ratio (OCR) is equal to 1. So, 1 matches with S.
2.Quick clay: Clays with very high sensitivity (typically sensitivity > 16) are termed quick clays. So, 2 matches with P.
3.Sand in critical state: At the critical state, the soil undergoes continuous deformation at constant volume, meaning the dilation angle is zero. So, 3 matches with Q.
4.Clay of high plasticity: According to the plasticity chart, clays with a liquid limit greater than 50 are classified as highly plastic (CH). So, 4 matches with R.
Therefore, the correct combination is 1-S, 2-P, 3-Q, 4-R.Continue learning with Success Tracker
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