• 主题
高级搜索  >
历史搜索 清空历史
首页> 外文会议>International Conference on Civil Engineering, Architecture and Building Materials >Study on Sheltering Effect of Underground Building to Horizontal Displacement of Retaining Wall of Foundation Pit
【24h】

Study on Sheltering Effect of Underground Building to Horizontal Displacement of Retaining Wall of Foundation Pit

机译：地下建筑物避险施保与基坑挡土墙水平位移的研究

获取原文
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

Due to the existence of underground building, the distribution of displacement field of adjacent foundation pit is obviously different from that of general foundation pit, and it is of great significance to correctly understand the sheltering effect of underground building to displacement field for determining the protection class of foundation pit while supporting design of foundation pit, and protecting the safety of metro station built near and surrounding buildings during the construction. Relying on the foundation pit project of metro station and combining the sensitivity theory through mechanism analysis, this article discovers that the sheltering effect is most obvious when the spacing between the underground building and retaining wall of foundation pit is 0.5H, and the sheltering effect can be ignored when the distance is more than 2H.
机译：由于地下建筑的存在，相邻基坑位移场的分布显然与通用基坑的分布显然是不同的，并且正确了解地下建筑物到确定保护类的位移场的保护效果具有重要意义作者：郝建军，王建华，王建华，王莹，王莹，王莹，王莹，王莹，王莹，王莹，王玮依靠地铁站的基坑项目，将灵敏度理论通过机制分析结合，本文发现避难效果最明显的是，当地下建筑物与基坑挡土墙之间的间距为0.5h时，避风机效果可以当距离超过2h时被忽略。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号