| 石板滩滑坡地段路基边坡稳定性分析与加固措施 |
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| 引用本文： | 刘罡,陈中华.石板滩滑坡地段路基边坡稳定性分析与加固措施[J].路基工程,2012,0(3):199-204. |
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| 作者姓名： | 刘罡 陈中华 |
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| 作者单位： | 新疆昆仑路港工程公司，乌鲁木齐 830000 |
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| 摘 要： | 阐述了溪洛渡水电站库区石板滩滑坡概况，分析了石板滩滑坡形成机理，考虑了水位骤降、暴雨、地震等对路基边坡稳定性的影响。采用STAB2009程序对溪洛渡水电站库区石板滩滑坡地段路堑边坡和高路堤边坡的稳定性进行了分析，并提出石板滩滑坡地段路基边坡设计方案与工程措施。
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| 关 键 词： | 库区滑坡地段 稳定性分析 路基加固 工程措施 |
| 收稿时间： | 2019-11-06 |
Stability Analysis and Reinforcement Measures on Subgrade Slope along Shibantan Landslide Section |
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| Authors: | LIU Gang CHEN Zhong-hua |
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| Institution: | (Xinjiang Kunlun Road ＆ Port Engineering Company, Urumchi 830000, China) |
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| Abstract: | The paper gives the overview of Shibantan landslide in the reservoir area of Xiluodu Hydropower Station and analyzes its formation mechanism with considering the effect of sudden drawdown, torrential rain and earthquake on stability of subgrade slope. The stability of cutting slope and high embankment slope along this section is analyzed with STAB2009 program and the design scheme and engineering measures on the slope are proposed. The reinforcement measures are effective and the subgrade slope stays stable. |
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| Keywords: | landslide section in the reservoir area stability analysis subgrade reinforcement engineeringmeasures |
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