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隧道与地下工程灾害防治  2019, Vol. 1 Issue (1): 20-35    
  前沿综述 本期目录 | 过刊浏览 | 高级检索 |
隧洞穿越活动断层应对措施及其适应性研究综述
丁秀丽1,张雨霆1,张传健2,颜天佑2,黄书岭1
1. 长江科学院水利部岩土力学与工程重点实验室, 湖北 武汉 430010;2. 长江勘测规划设计研究有限责任公司枢纽设计处, 湖北 武汉 430010
Review on countermeasures and their adaptability evaluation to tunnels crossing active faults
DING Xiuli1, ZHANG Yuting1, ZHANG Chuanjian2, YAN Tianyou2, HUANG Shuling1
1. Key Laboratory of Geotechnical Mechanics and Engineering of Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, Hubei, China;
2. Hydraulic Complex Design Department, Changjiang Institute of Survey, Planning, Design and Research Co. Ltd., Wuhan 430010, Hubei, China
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摘要 我国西部高山峻岭地区修建调水工程时大多采用隧洞输水方式,通常要穿越包括活动断层在内的赋存环境和地质条件复杂的地层。目前,国内外的隧洞相关规范均未就隧洞穿越活动断层带的工程设计和应对措施给出明确规定和建议,不利于输水隧洞的长期运行安全。基于活动断层的定义、分类,以及活动断层对隧洞工程的影响,采用工程实例搜集与综合对比分析方法,系统整理了国内外10个隧洞穿越活动断层的工程案例,重点探讨已建工程针对该问题所采取的各种应对措施及基本理念,认为设置柔性连接段、扩大断面尺寸、洞内明管、复合衬砌或新型材料是当前隧洞抗断的主要措施。结合每种措施的实际应用效果,归纳并建议各种应对措施的适用条件,并指出应关注的问题。针对隧洞穿越活动断层工程措施的适应性评价课题,梳理并讨论相关研究内容和国内外研究进展,指出了当前研究中值得完善和补充的环节。结合近期启动的“水资源高效利用”国家重点研发计划课题“隧洞穿越活断层围岩-衬砌灾变机制及抗断技术”研究项目,聚焦主要研究内容,并展望隧洞穿越活动断层研究应予重点关注并解决的问题。
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丁秀丽
张雨霆
张传健
颜天佑
黄书岭
关键词:  活动断层  隧洞抗断  运行期安全  适应性评价    
Abstract: Hydraulic tunnels are widely adopted for water conveyance purpose in the mountainous region of western China. The tunnels usually pass through various stratum with complex occurrence environment and geological conditions, including active faults. Currently, both domestic and foreign codes and regulations regarding tunnel design fail to provide any specifications and recommendations on design philosophy and countermeasures for tunnels crossing active faults and therefore potential threat is posed on the long term stability of water conveyance tunnels. Based on the definition, the classification and the influences of active faults to tunnels, the engineering examples were collected and comprehensive comparisons were made. Totally ten cases regarding tunnels crossing active faults were summarized and the emphasis was placed on the discussion of the design philosophy adopted in each case. It was found that the primary countermeasures consists of four approaches, which were setting up flexible connection section, enlarging excavation dimension, using tubes placed inside the tunnel, and application of composite lining or new materials. Then, the adaptability evaluation of countermeasures for tunnels crossing active faults was reviewed. Some concerning topics and their research progress were summarized and commented. The issues that required further study and improvement were mentioned. Finally, combining the research project “Disaster mechanism of surrounding rock mass and lining structure and countermeasure technology for tunnels crossing active fault”, which was a research program of the National Key Research and Development Program “Efficient Use of Water Resources”, the problems of tunnels crossing active faults were discussed and the potential achievements were prospected.
Key words:  active faults    countermeasure for tunnels against dislocation    safety in operation period    adaptability evaluation
收稿日期:  2018-05-02      发布日期:  2019-02-22     
中图分类号:  TU43  
基金资助: 国家重点研发计划资助项目(2016YFC0401803);国家自然科学基金资助项目(51539002);中央级公益性科研院所基本科研业务费资助项目(CKSF2017054/YT)
作者简介:  丁秀丽(1965— ),女,安徽绩溪人,博士,教授级高工(二级),博士生导师,“新世纪百千万人才工程”国家级人选,国务院政府特殊津贴专家,主要研究方向为岩体稳定性分析理论与方法及其在重大工程中应用. E-mail:dingxl651010@163.com
引用本文:    
丁秀丽, 张雨霆, 张传健, 颜天佑, 黄书岭. 隧洞穿越活动断层应对措施及其适应性研究综述[J]. 隧道与地下工程灾害防治, 2019, 1(1): 20-35.
DING Xiuli, ZHANG Yuting, ZHANG Chuanjian, YAN Tianyou, HUANG Shuling. Review on countermeasures and their adaptability evaluation to tunnels crossing active faults. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 20-35.
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http://tunnel.sdujournals.com/CN/Y2019/V1/I1/20
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