| 澜沧江巴丁滑坡的稳定性分析 |
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| 引用本文： | 刘彬,聂德新,李树武.澜沧江巴丁滑坡的稳定性分析[J].水土保持研究,2006,13(6):228-229,233. |
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| 作者姓名： | 刘彬 聂德新 李树武 |
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| 作者单位： | 1. 成都理工大学,工程地质研究所,四川,成都,610059
2. 中国水电顾问集团西北勘测设计研究院,西安,710065 |
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| 摘 要： | 巴丁滑坡位于澜沧江里底水电站坝址区。通过现场的调查研究,查明了巴丁滑坡的范围、坡体形态、目前的稳定性;在滑坡前缘剪出口找到了滑带土,并对其进行了物理力学试验,确定了滑带土的力学参数。最后应用滑坡稳定性计算程序对滑坡的稳定性进行计算,结果表明,巴丁滑坡在各种工况下都是稳定的,这一结果同时也验证了作者的现场定性判断。
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| 关 键 词： | 滑带土 参数 稳定性 |
| 文章编号： | 1005-3409（2006）06-0228-02 |
| 收稿时间： | 2005-10-29 |
| 修稿时间： | 2005-10-29 |
Bading Landslide Stability Analysis of Lancangjiang |
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| LIU Bin,NIE De-xin,LI Shu-wu.Bading Landslide Stability Analysis of Lancangjiang[J].Research of Soil and Water Conservation,2006,13(6):228-229,233. |
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| Authors: | LIU Bin NIE De-xin LI Shu-wu |
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| Abstract: | The Bading landslide located in dam site area of Lidi hydroelectric station on the Lancangjiang River.The authors investigated and researched the landslide and known the dimension,shape and present stability of Bading landslide.In the front of landslide,the slide zone soil was found.The strength parameter were determined after tested the slide zone soil.At last,using the stability code of landslide to compute the Bading landslide,the result indicated that the Bading landslide is stable. |
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| Keywords: | slide zone soil parameter stability |
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