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隧道建设(中英文) ›› 2014, Vol. 34 ›› Issue (12): 1163-1167.DOI: 10.3973/j.issn.1672-741X.2014.12.008

• 规划与设计 • 上一篇    下一篇

蒙华铁路中条山隧道第三系地层工程地质特征研究

秦正贵1, 陈勇2   

  1. (1.中铁隧道勘测设计院, 天津 300133; 2.中铁第一勘察设计院, 陕西 西安 710043)
  • 收稿日期:2014-08-06 修回日期:2014-09-02 出版日期:2014-12-20 发布日期:2014-12-17
  • 作者简介:秦正贵(1981— ),男,湖南衡阳人,2009年毕业于河海大学,地质工程专业,博士,工程师,现从事隧道勘察设计和地下岩土工程科研工作。

Study on Engineering Geological Characteristics of Tertiary Strata of  Zhongtiaoshan Tunnel on Menghua Railway

QIN Zhenggui1, CHEN Yong2   

  1. (1. China Railway Tunnel Survey & Design Institute Co., Ltd., Tianjin 300133, China; 2. China Railway  First Survey & Design Institute Group Co., Ltd., Xi’an 710043, Shaanxi, China)
  • Received:2014-08-06 Revised:2014-09-02 Online:2014-12-20 Published:2014-12-17

摘要:

由于对第三系地层的工程性质认识不足,国内经验表明在第三系地层中修建隧道具有很高的风险。结合蒙华铁路中条山隧道勘察设计实践,利用勘探、室内试验和原位测试等手段获取原始数据,总结研究认为中条山南麓第三系地层岩性可划分为中等胶结砾岩、弱胶结砾岩、弱成岩砂岩、半成岩泥岩和半成岩砂质泥岩,地层成岩程度低,暴露易风化,遇水易软化,泥岩和砂质泥岩具膨胀性,水文地质特征因岩性而异,隧道施工中容易出现塌方、大变形和突水涌砂,基底需慎重处理,否则在铁路运营期容易出现翻浆冒泥。

关键词: 中条山隧道, 第三系地层, 洪积扇, 工程地质特征, 水文地质特征

Abstract:

It is believed that, due to the ignorance of the engineering geological characteristics of Tertiary strata, there are great risks in the construction of tunnels located in Tertiary strata. In the paper, the property of Tertiary strata are investigated by means of exploration, laboratory test and insitu test, on basis of the investigation and design of Zhongtiaoshan tunnel on Menghua railway. Conclusions drawn are as follows: The Tertiary strata at the southern foot of Zhongtiaoshan mountain can be classified into moderatelycemented conglomerate, weaklycemented conglomerate, weakdiagenetic sandstone, semidiagenetic mudstone and semidiagenetic sandy mudstone; The strata has such characteristics as low diagenesis degree, being easy to be weathered after exposure and being easy to be softened when water is encountered; the mudstone and sandy mudstone have swelling property; the hydrogeological characteristics of Tertiary strata depends on the lithology; collapse, serious deformation, water inrush and sand inrush are common risks during tunnel construction; the base ground of the tunnel should be carefully treated, otherwise floor mudding may occur during the operation of the tunnel.

Key words: Zhongtiaoshan tunnel, Tertiary strata, diluvial fan, engineering geological characteristics, hydrogeological characteristics

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