TUNNEL SUPPORT SYSTEM DESIGN BY USING EMPIRICAL, OBSERVATIONAL, AND NUMERICAL METHODS
Tunnel excavation causes deformation and insitu stress redistribution in rock mass around a tunnel. The occurring stress due to tunnel excavation is able to increase beyond rock mass strength around the tunnel and cause the formation of plastic zone. This condition can cause tunnel collapse due to t...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/40295 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |