Computer · Geotechnical Engineering
Match the requirement conditions in List I with the most suitable foundation types in List II: List I: A. When columns are very close to the property line B. To transfer the load/moment between two adjacent footings where one is constrained C. To restrict differential settlement in soft clays/silts D. To restrict damages due to volume changes of swelling soils (like black cotton soil) List II: 1. Floating raft foundation2. Under-reamed pile foundation3. Strap footing4. Combined footing
- 1A - 1, B - 3, C - 2, D - 4
- 2A - 4, B - 3, C - 1, D - 2✓
- 3A - 2, B - 1, C - 4, D - 3
- 4A - 3, B - 1, C - 4, D - 2
Correct answer
A - 4, B - 3, C - 1, D - 2
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