| Fuzzy测度理论在岩质边坡稳定性分析中的应用 |
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| 引用本文： | 黄杰安,曹 平,葛文杰. Fuzzy测度理论在岩质边坡稳定性分析中的应用[J]. 岩土力学, 2005, 26(Z2): 65-68 |
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| 作者姓名： | 黄杰安 曹 平 葛文杰 |
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| 作者单位： | 1. 中南大学 资源与安全工程学院，长沙 410083; 2.长沙有色冶金设计研究院， 长沙 410011 |
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| 摘 要： | 目前国内常用的边坡稳定性评价方法主要是传统的极限平衡法，这种方法在分析边坡稳定性时不能够反映边坡真实的情况，因此分析效果不是十分的理想；利用李文秀提出的Fuzzy测度法，通过建立Fuzzy测度模型，可定量地分析岩质边坡的稳定性，并对实际边坡工程有指导性的意义。
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| 关 键 词： | Fuzzy测度理论 边坡稳定 极限平衡法 |
| 收稿时间： | 2005-05-04 |
Application of fuzzy measure theory to stability analysis of rocky slopes |
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| HUANG Jie-an,CAO Ping,GE Wen-jie. Application of fuzzy measure theory to stability analysis of rocky slopes[J]. Rock and Soil Mechanics, 2005, 26(Z2): 65-68 |
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| Authors: | HUANG Jie-an CAO Ping GE Wen-jie |
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| Affiliation: | 1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China; 2. Changsha Engineering and Research Institute of Nonferrous Metallurgy, Changsha 410011,China |
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| Abstract: | Recently, limit equilibrium method is mainly used in analyzing slope stability in China. This method can not reflect the real situation in analysis of slope stability; therefore the analytical results are not very available. This paper applies fuzzy measure method advanced by Li Wen-xiu; and establishes fuzzy measure model which can quantitatively analyze the stability of rocky slopes and make some instructional sense to the practical slope engineering. |
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| Keywords: | fuzzy measure theory slope stability limit equilibrium method |
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