【24h】

The Pinglin Main TBM Tunnelling

机译:平林主要TBM隧道

获取原文

摘要

The extra long tunnels need the rapid excavation potential of modern TBM technology. However, because of high overburden or rock cover, especially in the complex geology or seabed, it is often difficult and not economical to study the geology properly and to get a good insight of what to expect in advance of TBM boring. Pinglin TBM tunnelling is the first and crucial trial in Taiwan in terms of the future decision-making. The eastern section of Pinglin tunnels is situated within the fold-and-thrust belt structural region in Taiwan, due to continent-arc collision and plate tectonic setting. Geological problems center mainly on very hard, brittle, blocky and abrasive quartz sandstone interrupted by frequent fault zones and greatly crushed shear planes harboring high volumes of ground water. A pilot tunnel ( ∮ = 4.8m ) and two main tunnels ( ∮ = 11.74m ) apply TBM technology. This paper presents our experience about geological hazards and remedial measures in Pinglin main TBM tunnelling.
机译:额外的长隧道需要现代TBM技术的快速挖掘潜力。然而,由于高覆盖物或岩石盖,特别是在复杂地质或海底,往往是困难而不经济的能够妥善研究地质,并良好地了解TBM无聊前往预期的内容。平兴林TBM隧道是台湾的第一个和关键审判,在未来的决策方面。 Pinglin隧道的东部部分位于台湾的折叠和推力带结构区域内,由于大陆 - 弧碰撞和板构造环境。地质问题中心主要是非常坚硬,脆弱,血液和磨料的石英砂岩被频繁的断层区域中断,大大压碎的剪切飞机窝藏高量的地下水。先导隧道(∮= 4.8M)和两个主隧道(∮= 11.74M)应用TBM技术。本文介绍了我们关于平林主要TBM隧道地质灾害和补救措施的经验。

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