| 岩石边坡稳定性的可靠性理论评价研究 |
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| 引用本文： | 谢全敏.岩石边坡稳定性的可靠性理论评价研究[J].自然灾害学报,1992,1(4):45-50. |
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| 作者姓名： | 谢全敏 |
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| 作者单位： | 武汉工业大学 武汉 |
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| 摘 要： | 本文撇开了传统的整体刚性极限平衡法和条分法等安全每当法评价边坡的稳定性，采用可靠性理论对边坡稳定性进行评价，实践证明它是一种更符合工程实际的新方法。
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| 关 键 词： | 岩石 边坡 稳定性 可靠性 |
THE RELIABILITY THEORY USED IN THE RESEARCH ON THE STABILITY OF THE ROCK SLOPE |
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| Xie Quanmin.THE RELIABILITY THEORY USED IN THE RESEARCH ON THE STABILITY OF THE ROCK SLOPE[J].Journal of Natural Disasters,1992,1(4):45-50. |
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| Authors: | Xie Quanmin |
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| Abstract: | In this paper,the traditional"Whole-mass"method and the traditional"slicks"method are notused.But the reliability theory is applied to the stability of rock slope.It has been proved that the relia-bility theory is a new method which is much consistent with the practical engineering. |
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| Keywords: | Rock slope Stability Reliability theory |
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