Numerical Analysis Of Tbm Tunnel Behaviour And Support Under High Stress Rock Masses In Pahang-Selangor Raw Water Transfer Tunnel
This study aims to evaluate the rock overstressing that occurred in the critical cases of the TBM tunnel of the Pahang-Selangor raw water transfer project. Based on the insitu stress conditions and rock compressive strength, a possible rock failure in the form of spalling is evaluated at the tunn...
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| Format: | Thèse |
| Langue: | anglais |
| Publié: |
2019
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| Accès en ligne: | http://eprints.usm.my/48395/ |
| Abstract | Abstract here |