期刊文献+

连云港某软土基坑滑坡分析与整治方法研究 被引量:1

On landslide analysis and rectification measures of soft soil foundation pit in Lianyungang
下载PDF
导出
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。 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.
出处 《地质学刊》 CAS 2014年第2期324-327,共4页 Journal of Geology
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 Foundation pit Soft soil Landslide Horizontal displacement monitoring Anti-slide retaining wall Lianyungang Jiangsu
  • 相关文献

参考文献5

二级参考文献40

共引文献1244

同被引文献5

引证文献1

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部