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京沈高速公路迁-滦连线龙山滑坡成因机理分析及治理
引用本文:杨志双,柴建峰,王景明,刘科.京沈高速公路迁-滦连线龙山滑坡成因机理分析及治理[J].吉林大学学报(地球科学版),2003,33(1):63-66,105.
作者姓名:杨志双  柴建峰  王景明  刘科
作者单位:1. 吉林大学,建设工程学院,吉林,长春,130026
2. 河北理工学院,河北,唐山,063009
摘    要:对龙山滑坡层状滑体的破坏模式进行了分析,采用Sarma法和直线滑面型边坡分析法对各个滑块进行了稳定性分析计算,结果准确。根据不同的工程地质条件,采用不同的工程措施进行治理,效果良好。

关 键 词:滑坡  成因机理  稳定性  治理  工程地质条件  破坏模式
文章编号:1671-5888(2003)01-0063-04

FORMATION MECHANISM ANALYSIS AND PREVENTION MEASURES OF LONGSHAN LANDSLIDE IN THE QIAN-LUAN LINE OF JINGSHEN FREEWAY
YANG Zhi shuang ,CHAI Jian feng ,WANG Jing ming ,LIU Ke.FORMATION MECHANISM ANALYSIS AND PREVENTION MEASURES OF LONGSHAN LANDSLIDE IN THE QIAN-LUAN LINE OF JINGSHEN FREEWAY[J].Journal of Jilin Unviersity:Earth Science Edition,2003,33(1):63-66,105.
Authors:YANG Zhi shuang  CHAI Jian feng  WANG Jing ming  LIU Ke
Institution:YANG Zhi shuang 1,CHAI Jian feng 2,WANG Jing ming 2,LIU Ke 2
Abstract:This paper analyses the deformation types of slopes which are composed of layered rock mass, and calculates the stability coefficeats of different sliding blocks by means of Sarma method and slope analysis method that suits for linear sliding surface. Furthermore, according to different conditions of engineering geology , different engineering measures are adopted to prevent it ,and good result is achieved .
Keywords:landslide  formation mechanism  stability analysis  prevention measure  
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