中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2001, Vol. 20 ›› Issue (1): 69-73.

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滑坡治理过程中岩土体变形场的演绎趋势分析——以西(昌)木(里)路新烧房滑坡为例

翁其能,唐红梅,陈洪凯,王凯   

  1. 重庆交通学院岩土工程研究所 重庆400074
  • 出版日期:2001-02-20 发布日期:2016-04-22
  • 基金资助:
    四川省交通厅重点科技项目 (199901);交通部通达项目 (95060233)成果之一

Developing tendency analysis of slope deformation composed of loose rock in the course of harnessing of landslide ——Taking the XinShaofang landslide in the Highway from Xichang to Muli as Example

WENG Qi neng, TANG Hong mei, CHEN Hong kai, WANG Kai   

  1. Inst.of Geotechnical Engineering,The Chongqing Jiaotong University,Chongqing 400074,China
  • Online:2001-02-20 Published:2016-04-22

摘要: 以西 (昌 )木 (里 )路新烧房滑坡为例,运用FEM数值计算方法比较详尽地分析了处于天然,开挖及治理状态下滑坡体及邻近岩土体变形场的演绎过程,明晰了滑坡所处岩土环境的变形演绎趋势及过程,与实际情况符 .该方法对于评价、分析滑坡的稳定性态及治理效果具有重要的参考借鉴作用.

关键词: 滑坡, 天然状态, 开挖状态, 治理状态, 变形场, 演绎

Abstract: Landslide is a kind of universal and serious geological disaster, which usually has characters suchas high happening frequency、high destroy force and many kinds of destroy performs. In modern highway engineering,because highway is wider and has the higher amount of transport,it has higher demand for the stability of highways slopes.In the paper,taking the XinShaofang landslide in the Highway from Xichang to Muli as example, applying mathematical method of calculation and analysis, the author analyse the developing tendency of the rock and land mass deformation in the course of harnessing landslide. This method is feasible and the analyzing result is prototype to some extend, which have value to analyze the slopes stability and harnessing landslide.?

Key words: landslide, nature status, cutting status, harness status, deformation field, develop

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