Reliability assessment of underground rock cavern limit states
In this paper, four main cavern design criteria considered are: global stability, face stability, cavern deformation and bearing capacity of the rock reinforcements. The global factor of safety is used as the criterion for overall stability and computed by the shear strength reduction technique. In...
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| Main Authors: | , |
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| 其他作者: | |
| 格式: | Conference or Workshop Item |
| 語言: | English |
| 出版: |
2013
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/96384 http://hdl.handle.net/10220/9952 |
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| 機構: | Nanyang Technological University |
| 語言: | English |