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The Causes of Excessive Settlement above Trojane Tunnel and Remedial Measures

机译:Trojane隧道上方沉降过度的原因及补救措施

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摘要

Mudstone, claystone and sandstone dominate the rock layering of the geological sequence relevant tornTrojane tunnel. The ground is tectonically reworked, contains structural anomalies and there are somernvery weak partings within the rock matrix. Sudden and frequent transitions between lithologicalrnsequences impose potential instabilities and make the excavation of the tunnel particularly difficult.rnPart of the route of the tunnel goes beneath Trojane village. The recorded settlements on the surfacernvary but they are generally more than several centimetres. Some of the structures in the villagernunderwent only slightly damage due to tunnelling, while some structure were severely damagedrnalthough all are located at very similar positions relative to the tunnel axis. The paper discusses therncauses of the excessive settlement, their local significance and reasons for the localisation of therndamaging effect. Also, the measures to control the settlement are described in the paper, as well asrntheir application and consequences.
机译:泥岩,粘土岩和砂岩主导着Trojane隧道相关地质序列的岩层。地面经过技术改造,包含结构异常,并且在岩石基质中存在一些微弱的分离。岩性序列之间的突然而频繁的过渡会带来潜在的不稳定性,并使隧道的开挖特别困难。隧道的部分路径位于Trojane村下方。记录在地表的定居点,但通常超过几个厘米。村里的一些建筑物由于隧道效应只受到了轻微的破坏,而有些建筑物则受到了严重的破坏,尽管它们都位于相对于隧道轴线非常相似的位置。本文讨论了过度沉降的原因,其局部意义以及造成破坏作用局部化的原因。此外,本文还介绍了控制和解的措施及其应用和后果。

著录项

  • 来源
  • 会议地点 Singapore(SG);Singapore(SG);Singapore(SG)
  • 作者

    Jakob Likar; Vojkan Jovi?i?;

  • 作者单位

    Department of Geotechnology and Mining Engineering, Faculty of Natural Sciences and Technology, University of Ljubljana, Slovenia;

    rnInstitute for Mining, Geotechnology and Environment, Sloven?eva 93, Ljubljana, Slovenia;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 各种隧道;
  • 关键词

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