首页 | 本学科首页   官方微博 | 高级检索  
     检索      

梧州市意园冲滑坡变形破坏模式分析与稳定性评价
引用本文:杨军,郭纯青.梧州市意园冲滑坡变形破坏模式分析与稳定性评价[J].水土保持通报,2006,26(6):111-115.
作者姓名:杨军  郭纯青
作者单位:桂林工学院,资源与环境工程系,广西,桂林,541004
基金项目:梧州市万秀区地质灾害评估、勘察防治设计项目(广西环境监测总站)
摘    要:在对意园冲滑坡地段地质环境背景调查的基础上,分别研究了滑坡形态特征、分布范围及稳定状态,分析出滑坡的变形破坏模式及其变形破坏机理和过程。通过稳定性计算得到意园冲滑坡地段稳定性评价,并针对该滑坡体的变形破坏机理、威胁现状提出了治理对策,以达到消除灾害隐患的最终目的。

关 键 词:滑坡  地质环境  破坏模式  破坏机理  稳定性评价  治理对策
文章编号:1000-288X(2006)06-0111-05
收稿时间:05 25 2006 12:00AM
修稿时间:08 14 2006 12:00AM

Deformation Failure Mode and Evaluation of Stability for the Yiyuanchong Landslide in Wuzhou
YANG Jun and GUO Chunqing.Deformation Failure Mode and Evaluation of Stability for the Yiyuanchong Landslide in Wuzhou[J].Bulletin of Soil and Water Conservation,2006,26(6):111-115.
Authors:YANG Jun and GUO Chunqing
Institution:Department of Resource and Environment Engineering, Guilin College of Engineering, Guilin, Guangxi 541004, China
Abstract:This article studies morphological characteristics,distribution range and stable state of the Yiyuanchong landslide,and analyzes its deformation failure mode,failure mechanism and failure processes on the basis of geological environment investigations.The evaluation of stability was made by calculating stability of the landslide.In accordance with the landslide's deformation failure mode and threat actuality,some controlling methods were proposed in order to achieve the ultimate goal of eliminating the disaster's potential harmfulness.
Keywords:landslide geological environment  failure mode  failure mechanism  evaluation of stability  controlling methods  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水土保持通报》浏览原始摘要信息
点击此处可从《水土保持通报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号