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...
محفوظ في:
المؤلفون الرئيسيون: | Lü, Qing, Chan, Chin Loong, Low, Bak Kong |
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مؤلفون آخرون: | School of Civil and Environmental Engineering |
التنسيق: | مقال |
اللغة: | English |
منشور في: |
2013
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الموضوعات: | |
الوصول للمادة أونلاين: | https://hdl.handle.net/10356/97735 http://hdl.handle.net/10220/12174 |
الوسوم: |
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المؤسسة: | Nanyang Technological University |
اللغة: | English |
مواد مشابهة
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