|
List-I |
List-II |
|
A. Proctor Test B. Vane Test C. Penetration Test D. Hydrometer Test |
1. Grain Size Analysis 2. Shear Strength 3. Bearing Capacity 4. Compaction |
|
S.No. |
Properties |
Clay X (%) |
Clay Y (%) |
|
1. 2. 3. |
Liquid limit Plastic limit Natural water content |
42 20 30 |
56 34 50 |
Which of the clays, X or Y, experiences larger settlement under identical loads; is more plastic; and is softer in consistency?