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三峡库区巴东县岩湾桥滑坡成因机制及稳定性分析
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  • 英文篇名:The mechanism and stability analysis of Yanwan bridge landslide in Badong county of Three Gorges Reservoir area
  • 作者:左桂四 ; 张劲松 ; 晏绍礼
  • 英文作者:Zuo Guisi;Zhang Jinsong;Yan Shaoli;Central South Exploration & Foundation Engineering Company Limited;
  • 关键词:滑坡 ; 成因机制 ; 稳定性分析
  • 英文关键词:landslide;;mechanism;;stability analysis
  • 中文刊名:JZSX
  • 英文刊名:Shanxi Architecture
  • 机构:中南勘察基础工程有限公司;
  • 出版日期:2019-08-05
  • 出版单位:山西建筑
  • 年:2019
  • 期:v.45
  • 基金:陕西省重点研发计划“基于大数据的地质灾害机理及风险评估关键技术研究与应用”(2019ZDLSF07-07-02)
  • 语种:中文;
  • 页:JZSX201913004
  • 页数:3
  • CN:13
  • ISSN:14-1279/TU
  • 分类号:15-17
摘要
以巴东县岩湾桥滑坡为例,结合其变形特征分析了滑坡的成因机制,计算了滑坡在不同工况下的稳定性。结果表明:在"自重+地表荷载"工况下滑坡处于基本稳定状态,在"自重+地表荷载+20年一遇暴雨"工况下则处于不稳定或欠稳定状态,无论哪种工况组合,其安全储备都不足,必须对其进行治理。
        Taking Yanwan bridge landslide in Badong county as the example,the deformation characteristics was used to analyze the mechanism of the landslide. Then the stability of the landslide under different work conditions was calculated. The results indicate that the landslide is basically stable under the condition of" self-weight + surface load "and it is unstable under the condition of" self-weight + surface load + rainfall once in 20 years ". So the factors of safety of these conditions are not enough and the landslide needs to be taken some engineering measures.
引文
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