| 岩体稳定分析的广义条分法初步探讨 |
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| 引用本文： | 杨松林,周创兵,易珍莲.岩体稳定分析的广义条分法初步探讨[J].岩土力学,1999,20(1):27-31. |
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| 作者姓名： | 杨松林 周创兵 易珍莲 |
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| 作者单位： | 武汉水利电力大学水电系,430072 |
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| 摘 要： | 针对传统竖直条分法和萨尔玛法应用于岩体边坡稳定分析的缺点，提出了适用范围更为广泛的广义条分法，阐明了广义条分法的基本原理，并采用优化搜索的方法给出了相对最危险的潜在滑面及其稳定系数，编制了相应程序，最后结合实例论证了广义条分法的合理性和优越性。
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| 关 键 词： | 刚性块体 分界面 稳定系数 应力 |
A Primary Study on the Generalized Slice Method for Analysis of Rock Slope Stability |
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| Yang Songlin,Zhou Chuangbing,Yi Zhenglian.A Primary Study on the Generalized Slice Method for Analysis of Rock Slope Stability[J].Rock and Soil Mechanics,1999,20(1):27-31. |
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| Authors: | Yang Songlin Zhou Chuangbing Yi Zhenglian |
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| Abstract: | A generalized slice method which possesses wide application and can improve the conventional slice methods used in analysis of rcok slope stability is presented in this paper. The basic principle of the generalized slice method is described here. The most dangerous slip plane is obtained by the optimal searching technique and the corresponding safety factor of rock slope can be then calculated. The reasonability of generalized slice method is demonstrated by case study and the computer code for this method is worked out. |
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| Keywords: | rigid block interfacial plane safety factor stress stiffness |
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