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

连云港某软土基坑滑坡分析与整治方法研究
引用本文:卢世英,张德军,袁传军.连云港某软土基坑滑坡分析与整治方法研究[J].地质学刊,2014,38(2):324-327.
作者姓名:卢世英  张德军  袁传军
作者单位:江苏省水文地质海洋地质勘查院
摘    要:针对连云港某软土基坑围护不当导致的基坑滑坡事故,采用钻探、取样、室内试验、水平位移监测等手段,查明基坑侧壁软土的物理、力学性质,分析滑坡产生的原因,通过多种方法综合确定基坑侧壁软土滑动带的位置,提出滑坡整治措施,并对整治结果进行分析验证。

关 键 词:基坑  软土  滑坡  水平位移监测  抗滑挡土墙  江苏连云港
收稿时间:7/4/2013 12:00:00 AM
修稿时间:2013/8/15 0:00:00

On landslide analysis and rectification measures of soft soil foundation pit in Lianyungang
LU Shi-ying,ZHANG De-jun,YUAN Chuan-jun.On landslide analysis and rectification measures of soft soil foundation pit in Lianyungang[J].Jiangsu Geology,2014,38(2):324-327.
Authors:LU Shi-ying  ZHANG De-jun  YUAN Chuan-jun
Institution:( Hydrogeology and Marine Geology Exploration Institute of Jiangsu Province, Nanjing 211102, China)
Abstract:In light of the foundation pit landslide caused by improper enclosure protection in the soft soil foundation pits in Lianyungang,the authors identified the physical and mechanical properties of soft soil in lateral walls of foundation pit and analyzed the reason of the landslide through drilling,sampling,laboratory test,horizontal displacement monitoring and other means. By variety of methods,sliding positions in lateral walls of the foundation pit were determined comprehensively,regulation measures of landslide were proposed,and results of regulation were analyzed and proved.
Keywords:Foundation pit  Soft soil  Landslide  Horizontal displacement monitoring  Anti-slide retaining wall  Lianyungang  Jiangsu
本文献已被 维普 等数据库收录!
点击此处可从《地质学刊》浏览原始摘要信息
点击此处可从《地质学刊》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