摘要
本文依据重庆市綦江县篆塘镇渝黔高速公路K91+200～K91+900段公路东侧斜坡的勘察资料综合论述了该斜坡的稳定性现状以及滑坡发展趋势。针对目前破坏的不同形式,对滑坡区分别进行了稳定性分析,对滑坡的滑体、滑带(面)、滑床及变形特征进行了简要的阐述,并对滑坡的形成机制和变形影响因素进行了分析。通过稳定性计算和定量分析,对滑坡防治的可行性提出了建议,为设计工作提供了参数。
This paper seal according to Zhuantang Town Qijiang County of Chongqing,Chongqing to Guizhou Expressway K91+200～K91+900 section of highway east slope of the survey data a synthesis of the current situation and the stability of the landslide slope trends.For the current destruction of the different forms of the landslide area were carried out stability analysis,for the landslide slidingbody,slip zone(surface),sliding bed and deformation characteristics of a more briefly description,and the formation mechanism and the deformation of landslide factors were analyzed.Through the Stability and quantitative analysis of the feasibility of landslide prevention recommendations,provided the parameters for the design.
出处
《科技促进发展》
2011年第S1期156-158,共3页
Science & Technology for Development
关键词
滑坡
滑带(面)
滑床
形成机制
landslide slippery belt(surface) slip pery bed formation mechanism
