期刊文献+

一基坑工程失稳原因分析及对策

Study on the Cause and Countermeasure for the Failure of Foundation Pit Engineering
在线阅读 下载PDF
导出
摘要 基坑工程是一项临时工程,支护设计偏于安全必将加大投资,支护不当又会引起工程事故.其安全性能主要取决于场地的工程地质条件、环境条件、支护设计采取的措施及施工情况等.介绍了一起基坑失稳的实例,从勘察,设计、施工等方面论述了其产生破坏的原因及采取的对策. The foundation pit engineering is a temporary engineering. If the support design is exceedingly safe, the invest must be increased. The unmerited supporting measures will lead to the engineering accident. The safety is mainly decided by the site engineering geological condition, environment condition, supporting design measures and construction situation. A foundation pit accident of losing stability is introduced in this paper, and the causes and countermeasures are discussed from aspects of exploration, design and construction.
出处 《衡水学院学报》 2008年第4期83-86,共4页 Journal of Hengshui University
关键词 基坑工程 失稳 原因 对策 foundation pit engineering losing stability cause countermeasure
  • 相关文献

参考文献1

  • 1《基坑工程手册》编辑委员会[编],刘建航,侯学渊.基坑工程手册[M]中国建筑工业出版社,1997.

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