| 传递系数法计算边坡安全系数的影响因素探讨 |
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| 引用本文： | 李开文.传递系数法计算边坡安全系数的影响因素探讨[J].路基工程,2011,0(3):79-82. |
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| 作者姓名： | 李开文 |
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| 作者单位： | 中国有色金属工业昆明勘察设计研究院, 昆明 650224 |
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| 摘 要： | 传递系数法是我国创造的一种边坡稳定性分析方法,在边坡稳定性分析中得到了广泛应用。传递系数法有隐式解法和显式解法两种,主要通过讨论传递系数与倾角的变化的关系,提出条块划分的一些建议,另外也讨论了条块间静水压力及隐式解法中假定Fs大小对边坡安全系数的影响。
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| 关 键 词： | 传递系数法 传递系数 静水压力 安全系数 影响因素 |
| 收稿时间： | 2019-11-07 |
Discussion on Influencing Factors of Slope Safety Based on Transfer Coefficient Method |
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| Authors: | LI Kai-wen |
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| Institution: | LI Kai-wen(Kunming Survey & Design Institute,China Nonferrous Metals Industry,Kunming 650224,China) |
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| Abstract: | Transfer coefficient method is an analysis method for slope stability created by our country,which has been widely applied in slope stability analysis.Transfer coefficient method has implicit algorithm and explicit algorithm.In this paper,through discussing the relationship between transfer coefficient and inclination,some suggestions are put forward for slice partition.In addition,the influence of hydrostatic pressure between slices and that of assumed Fs magnitude in implicit algorithm on slope safety fac... |
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| Keywords: | transfer coefficient method transfer coefficient hydrostatic pressure safety factor influencing |
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