| 渝黔高速公路某滑坡特征与稳定性分析 |
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| 引用本文： | 刘会.渝黔高速公路某滑坡特征与稳定性分析[J].西部交通科技,2007(6):32-37. |
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| 作者姓名： | 刘会 |
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| 作者单位： | 四川建筑职业技术学院,四川,德阳,618000 |
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| 摘 要： | 渝黔高速公路是重庆通往黔江区的国家主干道之一,文章结合该公路K13 500~K13 960段左侧山坡体滑坡情况,分析滑坡体多级滑动特征及滑坡破坏的主要原因,提出利用膨胀岩的膨胀性和加强内外排水治理滑坡的建议。
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| 关 键 词： | 渝黔高速公路 滑坡 膨胀岩 特征 稳定性分析 |
| 文章编号： | 1673-4874(2007)06-0032-06 |
| 修稿时间： | 2007年10月28 |
Analysis on the Characteristics and Stability of Some Landslide in Chongqing to Qianjiang Expressway |
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| LIU Hui.Analysis on the Characteristics and Stability of Some Landslide in Chongqing to Qianjiang Expressway[J].Western China Communication Science & Technology,2007(6):32-37. |
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| Authors: | LIU Hui |
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| Abstract: | Chongqing to Qianjiang Expressway is one of the national trunk highways connecting Chongqing city to Qianjiang section.Based on the landslide occurring on the left side of hill slope at K13 500~K13 960,the multi-level sliding character of landslide and the major causes of landslide damage have been analyzed.It also proposes some suggestions regarding the landslide treatment that aims at the expansibility of expansive rock and the reinforcement of internal and external drainage. |
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| Keywords: | Chongqing to Qianjiang Expressway Landslide Expansive rock Characteristic Stability analysis |
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