| 河南某黄土高边坡稳定性分析 |
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| 引用本文： | 晏凤辉. 河南某黄土高边坡稳定性分析[J]. 河北水利水电技术, 2012, 0(1): 58-60 |
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| 作者姓名： | 晏凤辉 |
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| 作者单位： | 河北省水利水电勘测设计研究院,天津300250 |
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| 摘 要： | 土坡的稳定性是各类工程中常见的问题，对于有黄土组成的边坡稳定研究已有较多的方法及经验。现针对河南某一黄土高边坡渠道，利用Ge0-slope软件分析黄土边坡的稳定性。利用Ordinary，Bishop，Janbu不同方法对比，得出黄土边坡的稳定情况，为生产和安全提供保障。
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| 关 键 词： | 黄土 高边坡渠道 稳定系数 |
Stability Analyzing of Loess Slope |
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| YAN Feng-hui. Stability Analyzing of Loess Slope[J]. Hebei Water Resources and Hydropower Engineering, 2012, 0(1): 58-60 |
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| Authors: | YAN Feng-hui |
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| Affiliation: | YAN Feng-hui ( Hebei Research Institute of lnvestigation ＆ Design of Water Conservanc, y ＆ Hydropower, Tianjin 300250, China) |
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| Abstract: | The stability of soil slope has been the hot point. The slope research which the loess composes to be really many, presently aims at a cerrtern loess high slope channel in Heman Province, using the Geo-slope software analysis the stability of loess slope. Obtains the stable situation of loess slope by using the way of Ordinary, Bishop and Janbu to ensure the produce and the safeguard. |
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| Keywords: | loess high slope channel stability coefficient |
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