首页> 外文会议>Geotechnical aspects of underground construction in soft ground >Ten years of bored tunnels in The Netherlands: Part II structural issues
【24h】

Ten years of bored tunnels in The Netherlands: Part II structural issues

机译:荷兰十年的钻孔隧道:第二部分结构问题

获取原文

摘要

In 1997 for the first time construction of bored tunnels in the Netherlands soft soil was undertaken.Before that date essentially only immersed tunnels and cut-and-cover tunnels were constructed in theNetherlands. The first two bored tunnels were Pilot Projects, the 2nd Heinenoord tunnel and the Botlek Railtunnel. Since then a series of other bored tunnels has been constructed and some are still under constructiontoday. At the beginning of this period, amongst others Bakker (1997), gave an overview of the risks related tobored tunnels in soft ground and explained about a plan for research related to the Pilot projects. Ten years havepassed, a lot of monitoring and research has been done. In this paper that is split in two parts a summary isgiven of some of the most characteristic observations of these past 10 years of underground construction in theNetherlands. In this second part, the emphasis will be on structural related issues discussed whereas in part one,frontal stability, grouting and soil deformations are discussed.
机译:1997年,荷兰首次进行了软土地基钻孔隧道的建设。 在此日期之前,基本上只在工程中建造了沉浸式隧道和切入式隧道。 荷兰。前两个钻孔隧道是试点项目,第二条海涅诺德隧道和Botlek铁路 隧道。从那以后,又建造了一系列其他无聊的隧道,有些还在建造中 今天。在此初期,Bakker(1997)等人概述了与 在柔软的地面上打穿隧道,并解释了与先导项目有关的研究计划。十年有 通过之后,已经进行了很多监视和研究。本文分为两部分,摘要是 给出了过去10年地下建筑中一些最典型的观察结果 荷兰。在第二部分中,重点将放在讨论的与结构相关的问题上,而在第一部分中, 讨论了正面稳定性,灌浆和土壤变形。

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