长江科学院院报 ›› 2020, Vol. 37 ›› Issue (9): 154-159.DOI: 10.11988/ckyyb.20200565

• 中国水利学会勘测专业委员会2020年年会暨学术交流会专栏 • 上一篇    下一篇

滇中引水工程香炉山深埋长隧洞主要工程地质问题

王旺盛1,2, 陈长生1,2, 王家祥1,2, 史存鹏1,2, 李银泉1,2   

  1. 1.长江勘测规划设计研究有限责任公司,武汉 430010;
    2.长江三峡勘测研究院有限公司(武汉),武汉 430074
  • 收稿日期:2020-06-16 修回日期:2020-07-20 出版日期:2020-09-01 发布日期:2020-09-25
  • 作者简介:王旺盛(1983-),男,河南沈丘人,高级工程师,硕士,从事工程地质勘察与研究工作。E-mail:313732112@qq.com
  • 基金资助:
    国家重点研发计划项目(2016YFC0401803,2016YFC0401801)

Major Engineering Geological Problems of Xianglushan Deep-buried Long Tunnel in Central Yunnan Water Diversion Project

WANG Wang-sheng1,2, CHEN Chang-sheng1,2, WANG Jia-xiang1,2, SHI Cun-peng1,2, LI Yin-quan1,2   

  1. 1. Changjiang Survey Planning Design and Research Co., Ltd., Wuhan 430010, China;
    2. Three Gorges Geotechnical Consultants Co., Ltd., Wuhan 430074, China
  • Received:2020-06-16 Revised:2020-07-20 Online:2020-09-01 Published:2020-09-25

摘要: 香炉山深埋长隧洞是滇中引水工程总工期控制性工程,隧洞总长62.596 km,最大埋深1 450 m,具有线路长、埋深大、勘察研究范围广、地质构造背景与岩溶水文地质条件复杂、地下水环境影响敏感等工程特点。勘察期通过大范围线路比选和综合勘察测试研究,逐步选定了隧洞线路并基本查明其工程地质与水文地质条件,对隧洞高地震烈度区抗震与穿越活动性断裂抗断问题、涌突水(泥)与地下水环境影响问题、高地应力与硬岩岩爆及软岩大变形问题、高外水压力问题及穿越煤层、膨胀土特殊岩土工程地质问题等进行了深入分析,为隧洞工程设计、施工提供了可靠的技术支撑,为类似深埋长隧洞的相关研究提供参考。

关键词: 深埋长隧洞, 隧洞涌突水, 硬岩岩爆, 软岩大变形, 特殊岩土, 滇中引水工程

Abstract: Xianglushan deep-buried long tunnel is a control project for the total construction period of the water diversion project in central Yunnan Province. With a total length of 62.596 km and maximum buried depth of 1 450 m, the tunnel is featured with large survey scope, complex geotectonic background and complicated karst hydrogeological conditions as well as sensitive groundwater environment. In survey period, the tunnel line was selected and its engineering geological and hydrogeological conditions and major engineering geological problems were basically ascertained. In this paper, we probe into such problems including the seismic resistance in high earthquake-intensity area and shear resistance of structures passing through active fractures, the environmental impacts of water inrush and mud intrusion, the high geostress, hard rock burst, large deformation of soft rock, high external water pressure, and the special geotechnical engineering problems of coal stratum and expansive soils. The research result offers a technical support for the design and construction of tunnel and a reference for researches on similar deep-buried long tunnels.

Key words: deep-buried long tunnel, water inrush from tunnel, hard rock burst, large deformation of soft rock, special rock and soil, water diversion project in central Yunnan

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