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3D simulation of TBM excavation in brittle rock associated with fault zones: The Brenner Exploratory Tunnel case

机译:与断层带相关的脆性岩石中TBM开挖的3D模拟:Brenner探索性隧道案例

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Brittle fault zones represent a major challenging geological environment for TBM tunnelling in deep Alpine tunnels, particularly when the faults are near parallel to or cross the tunnel axis at a low angle. This is the case of the Brenner Exploratory Tunnel in Italy. Serious local instabilities occurred at the left side wall during TBM drive in the granitic rocks associated with a sub-vertical fault zone, parallel to the tunnel axis. The segmental lining was collapsed at a distance of more than 2D (D is tunnel diameter) behind the face, without any evidence. The deformation and failure then propagated intensively to nearby, previously stabilized sections with a length of approximately 60 m in the longitudinal direction, leading to a subsequent damage of the shields and grippers of the machine and to a stoppage of the excavation in almost 4 months.To deal with these severe geotechnical problems encountered when tunnelling through a fault zone, a realistic 3D numerical simulation based on a site investigation and characterisation of the fault zone, can provide a helpful decision aid as they give a quantitative assessment of the potential mode of failure. In the case of the Brenner Exploratory Tunnel, the behaviour of the rock mass is neither ductile nor brittle, but governed by the combination due to the presence of the brittle fault zone. This paper focuses on the 3D simulation of such complex failure evolution. Special emphasis is placed on the modelling of the fault zone and of the TBM excavation process. The results demonstrate the role that the local rock mass condition and the complex interaction between the rock mass, the TBM components, and the tunnel support play on the characterization of this instability phenomenon.
机译:脆性断层带代表了深高山隧道中TBM隧道施工的主要挑战性地质环境,特别是当断层以低角度接近或平行于隧道轴线时。意大利的布伦纳探索隧道就是这种情况。在TBM驱动期间,在与垂直于隧道轴线的亚垂直断层带相关的花岗岩岩石中,左侧壁发生了严重的局部失稳。没有任何证据,该段衬砌塌陷于面后超过2D的距离(D为隧道直径)。然后,变形和破坏集中地传播到附近的先前稳定的部分,其长度在纵向上约为60 m,从而导致机器的防护罩和抓手随后损坏,并在近4个月内停止挖掘。为了解决在穿越断层带进行隧道施工时遇到的这些严重的岩土工程问题,基于现场调查和断层带特征的逼真的3D数值模拟可以提供有用的决策帮助,因为它们可以定量评估潜在的断层模式。在布伦纳探索隧道的情况下,岩体的行为既不具有延性也不具有脆性,但是由于存在脆性断裂带而受组合的支配。本文重点介绍这种复杂故障演变的3D模拟。特别强调断裂带和TBM开挖过程的建模。结果证明了局部岩体条件以及岩体,TBM分量和隧道支护之间的复杂相互作用在表征这种失稳现象方面的作用。

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