摘要
该文以西南某省基础设施重点项目为例,首先分析某高填方滑坡产生的原因;然后从"减载反压"的基本思路提出临时处治方案,监测数据表明治理方案的效果明显;最后提出了两种永久处治方案,从可实施性及长期性为出发点确定了推荐方案,并对推荐方案细节部分进行了认真的分析和探讨,提出了相对合理的措施,希望能为今后类似工程提供借鉴性的参考与建议。
The article firstly analyzes the cause of landslide in a high-filled section by the important infrastructure project in a province in the southwest,and then puts forward the temporary treatment scheme according to the basic thought of 'load reducing back pressure'.The monitoring data shows that the effect of treatment scheme is obvious.The article finally proposes two permanent treatment schemes,and defines the recommended scheme from the implementation and long term,analyzes and discusses the details of the recommended scheme,and puts forward the relatively reasonably measures referred for the similar projects.
出处
《城市道桥与防洪》
2011年第12期98-100,7,共3页
Urban Roads Bridges & Flood Control
关键词
高填方
滑坡
板桩墙
抗滑挡土墙
high-filling,landslide,sheet pile wall,anti-slip retaining wall
