System reliability assessment for a rock tunnel with multiple failure modes
This paper presents a practical procedure for assessing the system reliability of a rock tunnel. Three failure modes, namely, inadequate support capacity, excessive tunnel convergence, and insufficient rockbolt length, are considered and investigated using a deterministic model of ground-support int...
| Huvudupphovsmän: | , , |
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| Övriga upphovsmän: | |
| Materialtyp: | Journal Article |
| Språk: | English |
| Publicerad: |
2013
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| Ämnen: | |
| Länkar: | https://hdl.handle.net/10356/97735 http://hdl.handle.net/10220/12174 |