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| 渝黔高速向家坡滑坡特征与稳定性分析 | |
| 引用本文： | 林道刚,吴汉辉,杨转运,刘会.渝黔高速向家坡滑坡特征与稳定性分析[J].现代交通技术,2007,4(5):19-23. |
| 作者姓名： | 林道刚 吴汉辉 杨转运 刘会 |
| 作者单位： | 1. 重庆蜀通岩土工程有限公司,重庆,410047 2. 重庆蜀通岩土工程有限公司,重庆,410047;重庆大学土木工程学院,重庆,410047 3. 四川建筑职业技术学院,德阳,618000 |
| 摘 要： | 总结了以往对向家坡滑坡治理工作经验教训，并通过定性的工程地质分析和定量计算评价了向家坡滑坡稳定性的变化趋势，提出改建公路超挖深切坡角、持续长时间强降雨形成的空隙水压力以及滑坡内部的物质组成是导致古滑波复活进而发生滑动破坏的主要因素，结论指出该滑坡治理中需考虑膨胀岩的膨胀性和加强内外排水。 |
| 关 键 词： | 滑坡 膨胀岩 特征 稳定性分析 |
| 文章编号： | 1672-9889（2007）05-0019-05 |
| 修稿时间： | 2007-06-02 |
Characteristics of Xiangjiapo landslide and Stability Analysis on Expressway between Chongqing and Qianjiang |
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| Lin Daogang,Wu Hanhui,Yang Zhuanyun,Liu Hui.Characteristics of Xiangjiapo landslide and Stability Analysis on Expressway between Chongqing and Qianjiang[J].Modern Transportation Technology,2007,4(5):19-23. | |
| Authors: | Lin Daogang Wu Hanhui Yang Zhuanyun Liu Hui |
| Institution: | 1.Chongqing shutong geotechnical engineering CO.LTD, Chongqing 401147, China; 2.College of Civil Engineering, Chongqing University, Chongqing 400044, China; 3.Sichuan College of Architecture Technology, Deyang 618000, China |
| Abstract: | In this paper, based on the sum-up of past experience and lesson about it, the authors evaluated the current stability of landslide and its developing tendency by means of geology analysis and mathematical calculation.It reveals that the leading factors affecting the ancient landslide revival and stability are the excavation of the foot of the slope and rise of pore water pressure and substance element inside landslide and so on.The conclusions indicate that the prevention work of Xiangjiapo Landslide need consideration of bulgy rock of distensibility and strengthen drain inside and outside the landslide. |
| Keywords: | landslide bulgy rock characteristic stability analysis |
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