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现代隧道技术 2022, Vol. 59 Issue (4) :29-39    DOI:
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运营隧道衬砌裂损与治理修复措施研究综述
 
(1.西安建筑科技大学理学院,西安 710055;2.西安建筑科技大学土木工程学院,西安 710055)
Review of the Research on Lining Damage and Repair Measures for Tunnels in Operation
 
(1. School of Science of Xi′an University of Architecture and Technology, Xi′an 710055; 2. School of Civil Engineering of Xi′an University of Architecture and Technology, Xi′an 710055)
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摘要 衬砌裂损是运营隧道中出现较多且较严重的病害之一,在一定程度上影响隧道结构的承载能力和稳定性,影响行人和车辆的正常运行。基于此,对衬砌裂损的原因、裂缝的分类、裂缝的检测方法和评价标准进行了系统调研和总结,对目前使用的裂损衬砌拆除和修复手段进行了客观评价,对未来的研究和发展趋势进行讨论。综述结果表明,衬砌裂损在隧道病害中所占比例高达82%,造成衬砌裂损的原因有很多,既包含复杂地质环境方面的客 观因素,也包含施工设计方面的主观因素。衬砌的裂损并不是一种因素单独作用,而是几种因素共同作用的结果。进一步对衬砌的裂损机理和分类方法进行总结,根据不同的受力机理及裂口特征,可将裂缝分为环向、纵向、斜向裂缝。对裂损衬砌不同检测手段的优缺点及裂缝的判定标准进行整理,以便针对不同的情况选择合适的检测方法。根据裂缝出现位置及裂缝宽度总结了不同情况下裂缝的治理措施,对隧道建设提供相关病害预防的经验,减少衬砌修复治理所造成的经济损失。
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邵珠山 1
2 席慧慧 2 乔汝佳 1 周 航 2 郭银波 1
关键词运营隧道   衬砌裂损   裂缝成因   检测方法   治理措施     
Abstract: Lining damage is one of the common and severe defects during the operation of tunnels and has an impact on the bearing capacity and stability of tunnel structure and the normal movement of pedestrians and vehicles to some extent. On this basis, the cause of lining damage, classification of cracks, and detection method and evaluation criteria for cracks were systematically investigated, researched and summarized in detail, the existing methods used for removal and repair of damaged linings were objectively evaluated, and the future research and development trend was discussed. The overview results showed that the lining damage accounted for 82% of the tunnel defects, and there were multiple causes of lining damage, including objective factors (e.g. complex geological conditions) and subjective factors in terms of construction and design. The lining damage was the result of several factors, rather than a single factor. The lining damage mechanism and classification method were further summarized, and according to a different stress mechanism and the crack characteristics, cracks could be divided into circumferential, longitudinal and diagonal cracks. The advantages and disadvantages of different methods for detecting damaged linings as well as the judgment criteria for cracks were sorted out to select an appropriate detection method for different situations.Based on the location and width of cracks, crack treatment measures for different situations were summarized, the experience in the prevention of relevant diseases was provided for the construction of tunnels, and the economic loss arising out of the repair and treatment of linings was reduced.
KeywordsTunnels in operation,   Lining damage,   Crack causes,   Detection method,   Treatment measures     
基金资助:国家自然科学基金面上项目(11872287);中国博士后科学基金面上资助项目(2019M663934XB);陕西省自然科学基金(2020GQ- 662);陕西省教育厅自然专项项目(No.20JK0708)
作者简介: 邵珠山(1968-),男,博士,教授,博士生导师,主要从事岩石细观力学与隧道工艺力学研究工作,E-mail: shaozhushan@xauat.edu.cn.
引用本文:   
邵珠山 1, 2 席慧慧 2 乔汝佳 1 周 航 2 郭银波 1 .运营隧道衬砌裂损与治理修复措施研究综述[J]  现代隧道技术, 2022,V59(4): 29-39
SHAO Zhushan1, 2 XI Huihui2 QIAO Rujia1 ZHOU Hang2 GUO Yinbo1 .Review of the Research on Lining Damage and Repair Measures for Tunnels in Operation[J]  MODERN TUNNELLING TECHNOLOGY, 2022,V59(4): 29-39
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[1] 贺蕾铭 1 邓非凡 2,3 贾 鹏 2,3.在建盾构隧道突发管片破损病害成因分析及治理措施研究[J]. 现代隧道技术, 2022,59(1): 225-231
[2] 喻洪平 1 苏培东 2 赵天彪 3 陈德君 1 徐学渊 1 杜宇本 1.西成客专黄家梁隧道原油和有害气体来源及危害研究[J]. 现代隧道技术, 2021,58(2): 182-187
[3] 雷 林 1 华永利 1 李冠鹏 2 齐 军 2 李德武 2.兰渝铁路胡麻岭隧道盲管堵塞病害分析与处理[J]. 现代隧道技术, 2020,57(6): 149-153
[4] 张田涛 1 张潍漪 2.隧道仰拱底鼓产生的关键点及控制方法研究[J]. 现代隧道技术, 2019,56(6): 162-166
[5] 张素磊 1 张顶立 2 刘 昌 1.公路运营隧道衬砌裂缝长期监测及分析[J]. 现代隧道技术, 2017,54(3): 17-25
[6] 张治国 1, 2 白乔木 1 姜蕴娟 1 王卫东 3.邻近隧道及周围地层受深基坑开挖影响的现场监测研究[J]. 现代隧道技术, 2017,54(2): 177-184
[7] 刘梓圣1, 张冬梅1, 2.软土盾构隧道芳纶布加固机理和效果研究[J]. 现代隧道技术, 2014,51(5): 155-160
[8] 邹育麟, 何, 川, 何, 聪, 张, 政, 汪, 波.重庆岩溶地区季节性富水营运隧道渗漏水病害特征及其成因机制分析[J]. 现代隧道技术, 2014,51(4): 18-27
[9] 齐, 甦1, 王立英2, 崔小鹏2, 张, 烨1.兰渝铁路清水隧道塌方治理结果的分析[J]. 现代隧道技术, 2014,51(2): 172-177
[10] 王宁1, 张立胜2.双连拱隧道施工阶段衬砌裂损状态成因的研究[J]. 现代隧道技术, 2012,49(1): 78-83
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