THE SUCCESS PRINCIPLE OF DYNAMIC COMPACTION METHOD IN LIQUIFACTION MITIGATION: CASE STUDY OF AIRPORT INFRASTRUCTURE CONSTRUCTION
Coastal areas with the characteristics of loose and saturated fine sandy soil with high levels of seismicity have the potential for liquefaction. Preventive efforts to minimize the negative impact of damage to construction built due to liquefaction require proper soil improvement. In this thesis,...
Saved in:
| Main Author: | |
|---|---|
| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/71146 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |