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Question
Match List-I (Field problems) with List-II (Type of laboratory shear test) and select the correct answer using the codes given below the lists:
List - I
List - II
A. Stability of a clay foundation of an embankment, whose rate of construction is such that some consolidation occurs
1. Undrained triaxial test
B. Initial stability of a footing on saturated clay
2. Drained triaxial text
C. Long-term stability of a slope in stiff, fissured clay
3. Consilidated undrained text
D. Foundation on soft marine clay deposits
4. Quick vane shear test.
Codes:
A B C D
Match List-I (Field problems) with List-II (Type of laboratory shear test) and select the correct answer using the codes given below the lists:
| List - I | List - II |
| A. Stability of a clay foundation of an embankment, whose rate of construction is such that some consolidation occurs | 1. Undrained triaxial test |
| B. Initial stability of a footing on saturated clay | 2. Drained triaxial text |
| C. Long-term stability of a slope in stiff, fissured clay | 3. Consilidated undrained text |
| D. Foundation on soft marine clay deposits | 4. Quick vane shear test. |
Codes:
A B C D
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Solution
The correct option is C 3 1 2 4
For initial stability ➔ Undrained Test
Long term Stability ➔ Drained Test
For Soft Marine Clay ➔ Vane Shear Test
For initial stability ➔ Undrained Test
Long term Stability ➔ Drained Test
For Soft Marine Clay ➔ Vane Shear Test
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