| 用判别分析法进行膨胀土路堑边坡稳定性分析与设计 |
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| 引用本文： | 李秉生,韩会增,唐永富.用判别分析法进行膨胀土路堑边坡稳定性分析与设计[J].西南交通大学学报,1988(4). |
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| 作者姓名： | 李秉生 韩会增 唐永富 |
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| 摘 要： | 本文根据野外调查的277个膨胀土路堑边坡,考虑五个因素:坡高、坡度、液限含水量、摩擦系数倒数和粘聚力倒数,建立了判别式。用这种判别式,不仅可以判断野外边坡的稳定性,还可用判别式进行膨胀土边坡设计,这就为该种边坡的工程地质比拟法设计提出了数值解法。
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| 关 键 词： | 膨胀土 判别分析 边坡稳定性 |
Analysis and Design of the Stability of Cutting Slope with Method of Discriminating Analysis |
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| Li Bingsheng,Han Huizeng,Tang Yongfu.Analysis and Design of the Stability of Cutting Slope with Method of Discriminating Analysis[J].Journal of Southwest Jiaotong University,1988(4). |
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| Authors: | Li Bingsheng Han Huizeng Tang Yongfu |
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| Institution: | Li Bingsheng;Han Huizeng;Tang Yongfu |
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| Abstract: | |
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| Keywords: | swelling soil distinguish and anglysis stability of slopes |
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