...
首页> 外文期刊>Tunnelling and underground space technology >Analysis of the behaviour of a yield-control support system in squeezing rock
【24h】

Analysis of the behaviour of a yield-control support system in squeezing rock

机译:挤压岩石中屈服控制支撑系统的行为分析

获取原文
获取原文并翻译 | 示例
           

摘要

Recent innovations in yield-control support systems allow to increase the rate of advance when tunnelling in difficult conditions is associated with severely squeezing rock. Such systems which imply the insertion in the lining of highly deformable concrete elements are being adopted successfully in tunnelling projects using conventional excavation methods. The Saint Martin access adit excavated in a Carboniferous Formation along the Base Tunnel of the Lyon-Turin rail line is presented as a case study. Numerical analyses are discussed to compare the results of computed and measured performance of a typical monitored section and to find out possible optimizations of the support system adopted.
机译:当在困难条件下的掘进工作与严重挤压岩石有关时,屈服控制支持系统的最新创新可以提高推进速度。暗示将高度可变形的混凝土构件插入衬里的这种系统已在采用常规挖掘方法的隧道工程中成功采用。作为案例研究,介绍了沿着里昂-都灵铁路基础隧道的石炭系中开挖的圣马丁通道。讨论了数值分析,以比较典型监测部分的计算和测量性能结果,并找出所采用支撑系统的可能优化。

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