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...
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Main Authors: | , , |
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Other Authors: | |
Format: | Article |
Language: | English |
Published: |
2013
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Subjects: | |
Online Access: | https://hdl.handle.net/10356/97735 http://hdl.handle.net/10220/12174 |
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Institution: | Nanyang Technological University |
Language: | English |
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