院报 ›› 2022, Vol. 39 ›› Issue (12): 8-14.DOI: 10.11988/ckyyb.20221085

• 隧洞工程地质探测 • 上一篇    下一篇

滇中引水工程香炉山隧洞勘察关键技术

陈长生1, 张海平1, 周云1,2, 李银泉1, 史存鹏1, 王旺盛1   

  1. 1.长江三峡勘测研究院有限公司(武汉),武汉 430074;
    2.长江勘测规划设计研究有限责任公司,武汉 430010
  • 收稿日期:2022-08-25 修回日期:2022-09-29 出版日期:2022-12-01 发布日期:2023-01-04
  • 通讯作者: 张海平(1984-),湖南娄底人,高级工程师,硕士,主要从事工程水文地质勘察与研究工作。E-mail: 390652434@qq.com
  • 作者简介:陈长生(1982-),安徽无为人,高级工程师,主要从事工程水文地质勘察与研究工作。E-mail:15508228@qq.com
  • 基金资助:
    云南省重大科技专项计划(202002AF080003);国家大坝安全工程技术研究中心研发计划(CX2020Z29、CX2020Z30)

Key Technologies of Investigating Xianglushan Tunnel of Central Yunnan Water Diversion Project

CHEN Chang-sheng1, ZHANG Hai-ping1, ZHOU Yun1,2, LI Yin-quan1, SHI Cun-peng1, WANG Wang-sheng1   

  1. 1. Three Gorges Geotechnical Consultants Co., Ltd., Wuhan 430074, China;
    2. Changjiang Institute of Survey, Planning, Design and Research Co., Ltd., Wuhan 430010, China
  • Received:2022-08-25 Revised:2022-09-29 Online:2022-12-01 Published:2023-01-04

摘要: 滇中引水工程地质构造背景与地震地质条件极为复杂。香炉山隧洞全长62.60 km,最大埋深1 450 m,穿越滇西北横断山脉及金沙江与澜沧江两大流域分水岭,跨越多条区域性深大断裂,是滇中引水工程中单洞最长、埋深最大隧洞,也是目前国内在建水利工程中施工难度最大、地质条件最为复杂的大深埋超长隧洞。结合香炉山隧洞复杂地质条件、存在的主要工程地质问题,以及可能产生的地下水环境影响风险,系统地总结了香炉山隧洞勘察研究过程中采用的基于3S技术的地质遥感解译、大地电磁测深、千米级深孔勘探测试、复杂岩溶区大埋深超长隧洞选线、地下水三维渗流场数值模拟等勘察关键技术和研究方法,创新性地研发了千米级深孔地应力测试技术、深部岩体水文地质参数测试技术以及适用于复杂地质条件下大埋深隧洞的超前地质预报关键技术;形成了一套较为系统、全面的大埋深超长隧洞勘察关键技术研究方法,为类似工程勘察研究工作提供了重要参考及借鉴。

关键词: 香炉山隧洞, 大埋深超长隧洞, 复杂地质条件, 勘察关键技术, 超前地质预报关键技术

Abstract: The Central Yunnan Water Diversion Project features extremely complex geological structure background and seismic geological conditions. With a total length of 62.60 km and a maximum buried depth of 1 450 m, Xianglushan tunnel crosses the Hengduan Mountains in northwest Yunnan, the watershed of Jinsha River and Lancang River, and several regional deep faults. It is the longest single tunnel with the largest buried depth in the Central Yunnan Water Diversion Project and is also the most difficult to construct large, deep and super long tunnel with the most complex geological condition in water conservancy projects under construction in China. In view of the major engineering geological problems and the potential risks of groundwater environmental impact, we systematically summarize the key survey technologies including 3S-based geological remote sensing interpretation, magnetotelluric sounding, kilometer-level deep hole exploration and testing, route selection of large deep-buried and super long tunnels in complex karst areas, and numerical simulation of three-dimensional seepage field of groundwater. We also developed some key technologies of advanced geological prediction applicable for large, deep-buried, and long tunnels in complex geological conditions, kilometer-level deep hole geostress testing technology, as well as deep rock hydrogeological parameter testing technology. Such technologies form a whole set of systematic and comprehensive research methods for investigating large buried and super long tunnels.

Key words: Xianglushan tunnel, super long tunnel with large buried depth, complex geological conditions, key technologies of investigation, key technologies of advanced geological prediction

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