首页> 外文会议>Proceedings of '99 international conference on dam safety and monitoring >Safety monitoring result analysis of high slope of TGP permanent shiplock during construction
【24h】

Safety monitoring result analysis of high slope of TGP permanent shiplock during construction

机译:三峡永久船闸高边坡施工期安全监测结果分析。

获取原文
获取原文并翻译 | 示例

摘要

In this paper, the maxium horizontal displacement of high and side slope is considered to be 48.47mm with the ground water distribution and anchor stress, relaxation extent within the limitation allowable to design and good performance of the high and side slope in general. This conclusion is made based on the monitoring information analysis on t he derformation, seepage, stress-strain of the construction on high and side slope of the permanent shiplock.
机译:在考虑地下水分布和锚固应力,松弛程度在设计允许的限制范围内,一般认为高边坡的最大水平位移为48.47mm。该结论是基于对永久船闸高边坡构造的变形,渗流,应力应变的监测信息分析得出的。

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