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

燕官公路K102滑坡变形特征及原因分析
引用本文:李晓军,贾部来.燕官公路K102滑坡变形特征及原因分析[J].路基工程,2010,0(5):203-205.
作者姓名:李晓军  贾部来
作者单位:中铁西北科学研究院有限公司730000
摘    要:K102滑坡位于青海省燕官公路,为一大型堆积层老滑坡,具多级、多条的滑动特征,属牵引式滑坡。文中主要对老滑坡中局部复活的滑体即#1,#2滑坡的变形特征及其机理进行分析,阐明两个滑坡均具浅、中和深三层滑带,有多级滑坡后缘,滑体物质含水量较高,为高含水地段滑坡。最后提出了整治措施建议。

关 键 词:堆积层滑坡    特征    变形原因    稳定性
收稿时间:2019-11-02

Deformation Characteristic and Cause Analysis of K102 Landslide in Bayan-Guanting Highway
Authors:LI Xiao-jun  JIA Bu-lai
Institution:(Northwest Research Institute Co.,Ltd.,of C.R.E.C,Lanzhou 730000,China)
Abstract:K102 landslide,located in Bayan-Guanting Highway,is a large-scale landslide in accumulated layer occurred frequently,with multiple levels and multiple lines,belonging to traction landslide.This paper mainly analyzes deformation characteristics and mechanism of recovered sliding mass,i.e.No.1 and No.2 landslide in central part of the old landslide,and describes that these two landslides have shadow,medium and deep sliding strips,with multilevel landslide margins and high water content in sliding mass,belonging to landslide in high-water-content section.Finally,it puts forward suggestions for treatment measures.
Keywords:accumulated layer landslide  characteristics  deformation causes  stability
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《路基工程》浏览原始摘要信息
点击此处可从《路基工程》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