Please wait a minute...
 
隧道与地下工程灾害防治  2023, Vol. 5 Issue (2): 89-98    DOI: 10.19952/j.cnki.2096-5052.2023.02.08
  研究论文 本期目录 | 过刊浏览 | 高级检索 |
复杂应力环境中隧道大变形特征与形变控制
裴超1,肖勇1,朱智勇2,刘艳萍1,杨文波2,赵亮亮2
1.中铁隧道集团三处有限公司, 广东 深圳 518000;2.西南交通大学交通隧道工程教育部重点实验室, 四川 成都 610031
Large deformation characteristics and deformation control of tunnel in complex stress environment
PEI Chao1, XIAO Yong1, ZHU Zhiyong2, LIU Yanping1, YANG Wenbo2, ZHAO Liangliang2
1. China Railway Tunnel Group Sanchu Co., Ltd., Shenzhen 518000, Guangdong, China;
2. Key Laboratory of Transportation Tunnel Engineering of Ministry of Education, Southwest Jiaotong University, Chengdu 610031, Sichuan, China
下载:  PDF (15148KB) 
输出:  BibTeX | EndNote (RIS)      
摘要 以丽香铁路中义隧道3#横洞工区为工程背景,通过现场变形监测分析不同断面形式下的平导与正洞大变形特征,研究发现存在片理的变质玄武岩隧道在极高地应力环境下挤压大变形特征明显,水平收敛为洞周收敛的主要变形。通过数值模拟验证隧道断面优化与支护补强措施的有效性,结果显示:减小隧道断面曲率突变和使隧道断面对称能够减小隧道围岩变形量,增设锁脚锚杆与增大钢筋网强度均能有效控制隧道形变,共同作用下可控制超过65﹪的隧道围岩变形量,缩减大变形段围岩塑性区分布,对中义隧道的大变形有很好的控制作用,可为复杂应力环境下铁路隧道施工提供指导。
服务
把本文推荐给朋友
加入引用管理器
E-mail Alert
RSS
作者相关文章
裴超
肖勇
朱智勇
刘艳萍
杨文波
赵亮亮
关键词:  破碎变质玄武岩  挤压大变形  断面优化  支护补强    
Abstract: Taking the work area of 3# Transverse Gallery of Zhongyi Tunnel of Lijiang-Shangrila Railway as the engineering background, the large deformation characteristics of parallel adit and main tunnel under different section forms were analyzed by field deformation monitoring. It was found that the large deformation characteristics of metamorphic basalt tunnel with schistosity were obvious under extremely high ground stress environment, and the horizontal convergence was the main deformation around the tunnel. The effectiveness of tunnel section optimization and support reinforcement measures was verified by numerical simulation verification. The results showed that the deformation of tunnel surrounding rock could be reduced by reducing the sudden curvature change of tunnel section and making the tunnel section symmetrical, adding foot-lock anchor bolts and increasing the strength of steel mesh could effectively control tunnel deformation. Under the joint action, more than 65% of the deformation of tunnel surrounding rock could be controlled, reducing the distribution of plastic zones in the large deformation section of the surrounding rock. These measures had a good control effect on the large deformation of the Zhongyi Tunnel which could provide guidance for railway tunnel construction in complex stress environment.
Key words:  broken metamorphic basalt    large deformation under squeezing    section optimization    support reinforcement
收稿日期:  2023-05-08      修回日期:  2023-06-05      发布日期:  2023-06-20     
中图分类号:  U25  
基金资助: 四川省杰出青年科技人才资助项目(2022JDJQ0018)
作者简介:  裴超(1982— ),男,河南舞阳人,高级工程师,主要研究方向为地下工程及隧道工程的施工和管理. E-mail:peiyhao@163.com
引用本文:    
裴超, 肖勇, 朱智勇, 刘艳萍, 杨文波, 赵亮亮. 复杂应力环境中隧道大变形特征与形变控制[J]. 隧道与地下工程灾害防治, 2023, 5(2): 89-98.
PEI Chao, XIAO Yong, ZHU Zhiyong, LIU Yanping, YANG Wenbo, ZHAO Liangliang. Large deformation characteristics and deformation control of tunnel in complex stress environment. Hazard Control in Tunnelling and Underground Engineering, 2023, 5(2): 89-98.
链接本文:  
http://tunnel.sdujournals.com/CN/Y2023/V5/I2/89
[1] 周艺, 何川, 邹育麟, 等. 破碎千枚岩隧道富水区段施工及支护方法[J]. 公路交通科技, 2013, 30(5): 89-97. ZHOU Yi, HE Chuan, ZOU Yulin, et al. Construction and supporting methods in rich water section of fracture phyllite rock tunnel[J]. Journal of Highway and Transportation Research and Development, 2013, 30(5): 89-97.
[2] 张秋彬, 李俊才, 徐建鹏. 破碎软岩隧道围岩参数反演分析[J]. 公路, 2019, 64(12): 293-297. ZHANG Qiubin, LI Juncai, XU Jianpeng. Back analysis of surrounding rock parameters of broken soft rock tunnel[J]. Highway, 2019, 64(12): 293-297.
[3] 何满潮,景海河,孙晓明. 软岩工程力学[M]. 北京:科学出版社, 2002.
[4] 关宝树,赵勇. 软弱围岩隧道施工技术[M]. 北京:人民交通出版社, 2011.
[5] 李磊,谭忠盛,郭小龙,等. 挤压陡倾千枚岩地层小净距隧道大变形研究[J]. 岩石力学与工程学报, 2019, 38(2): 276-286. LI Lei, TAN Zhongsheng, GUO Xiaolong, et al. Study on large deformation of small clear distance tunnel in squeezed steep phyllite stratum[J]. Chinese Journal of Rock Mechanics and Engineering, 2019, 38(2): 276-286.
[6] 朱浩波,粟威. 高速铁路隧道围岩变形影响因素分析[J]. 土木工程学报, 2015, 48(增刊1): 306-310. ZHU Haobo, SU Wei. Analysis of tunnel deformation infl uence factors based on high-speed railway tunnels[J]. China Civil Engineering Journal, 2015, 48(Suppl.1): 306-310.
[7] KIMURA F, OKABAYASHI N, KAWAMOTO T. Tunnelling through squeezing rock in two large fault zones of the Enasan Tunnel II[J]. Rock Mechanics and Rock Engineering, 1987, 20(3): 151-166.
[8] 杨木高. 木寨岭隧道大变形控制技术[J]. 现代隧道技术, 2019, 56(2): 175-181. YANG Mugao. Large deformation control techniques for the Muzhailing Tunnel[J]. Modern Tunnelling Technology, 2019, 56(2): 175-181.
[9] SUN X M, ZHAO C W, TAO Z G, et al. Failure mechanism and control technology of large deformation forMuzhailing Tunnel in stratified rock masses[J]. Bulletin of Engineering Geology and the Environment, 2021, 80(6): 4731-4750.
[10] 吕显福, 赵占群, 魏星星. 高地应力软岩隧道大变形机理及控制措施探讨: 以木寨岭隧道为例[J]. 现代隧道技术, 2016, 53(6): 227-231. LÜ Xianfu, ZHAO Zhanqun, WEI Xingxing. Discussion of the large deformation mechanism and control measures for a soft rock tunnel under high ground stress: a case study of the muzhailing tunnel[J]. Modern Tunnelling Technology, 2016, 53(6): 227-231.
[11] 王福善. 木寨岭隧道极高地应力软岩大变形控制技术[J]. 隧道与地下工程灾害防治, 2020, 2(4): 65-73. WANG Fushan. Large deformation control technology of soft rock with extremely high geostress in Muzhailing Tunnel[J]. Hazard Control in Tunnelling and Underground Engineering, 2020, 2(4): 65-73.
[12] LIU Z C, LI W J, ZHANG S M, et al. Synthetical analysis on monitoring of Wushaoling Railway Tunnel[J]. Tunnelling and Underground Space Technology, 2006, 21(3/4): 363-364.
[13] 李国良, 朱永全. 乌鞘岭隧道高地应力软弱围岩大变形控制技术[J]. 铁道工程学报, 2008, 25(3): 54-59. LI Guoliang, ZHU Yongquan. Control technology for large deformation of highland stressed weak rock in Wushaoling Tunnel[J]. Journal of Railway Engineering Society, 2008, 25(3): 54-59.
[14] 吴发展, 傅政. 同寨隧道进口变形控制技术研究[J]. 铁道工程学报, 2014, 31(3): 87-90. WU Fazhan, FU Zheng. Research on deformation control technology of Tongzhai Tunnel entrance[J]. Journal of Railway Engineering Society, 2014, 31(3): 87-90.
[15] 姬延波. 软岩大变形隧道二次衬砌混凝土回填量控制研究[J]. 隧道建设, 2013, 33(8):664-667. JI Yanbo. Study on control of concrete backfilling amount of secondary lining of large-deformation soft-rock tunnels[J]. Tunnel Construction, 2013, 33(8): 664-667.
[16] 韩现民, 孙明磊. 雁门关隧道挤压性围岩变形控制技术[J]. 现代隧道技术, 2017, 54(3): 174-180. HAN Xianmin, SUN Minglei. Deformation control techniques for the Yanmenguan Tunnel in squeezing surrounding rocks[J]. Modern Tunnelling Technology, 2017, 54(3): 174-180.
[17] 林达明, 尚彦军, 陈明星, 等. 雁门关隧道大变形突泥段地质结构与力学分析[J]. 岩石力学与工程学报, 2012, 31(增刊1): 2751-2757. LIN Daming, SHANG Yanjun, CHEN Mingxing, et al. Geological structures and mechanical analysis of large-deformation mud bursting section in Yanmenguan Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(Suppl.1): 2751-2757.
[18] 许再良, 孙元春. 雁门关铁路隧道挤压变形问题分析[J]. 岩石力学与工程学报, 2014, 33(增刊2):3834-3839. XU Zailiang, SUN Yuanchun. Tunneling in squeezing ground conditions: with a case study of Yanmenguan Railway Tunnel[J]. Chinese Journal of Rock Mechanics and Engineering, 2014, 33(Suppl.2): 3834-3839.
[19] 崔光耀,祁家所,王明胜. 片理化玄武岩隧道围岩大变形控制现场试验研究[J]. 岩土力学, 2018, 39(增刊2): 231-237. CUI Guangyao, QI Jiasuo, WANG Mingsheng. Field test study on large deformation control of surrounding rock of cleaved basalt tunnel[J]. Rock and Soil Mechanics, 2018, 39(Suppl.2): 231-237.
[20] 张广泽,贾哲强,冯君,等.铁路隧道双指标高地应力界定及岩爆大变形分级标准[J].铁道工程学报, 2022, 39(8):53-58. ZHANG Guangze, JIA Zheqiang, FENG Jun, et al. Definition for dual-index high geostress and classification standard for rock burst and large deformation in railway tunnels[J]. Journal of Railway Engineering Society, 2022, 39(8):53-58.
[1] 魏纲, 徐天宝, 张治国. 复杂应力路径下波纹钢加固盾构隧道数值分析[J]. 隧道与地下工程灾害防治, 2023, 5(2): 24-32.
[2] 朱晓天. 渗流作用下粉质黏土地层超深基坑危害的数值模拟分析[J]. 隧道与地下工程灾害防治, 0, (): 1-.
[3] 杨帆. 基于广义SMP准则在圆形断面隧道中的围岩渗流解析解应用[J]. 隧道与地下工程灾害防治, 0, (): 1-.
[4] 刘晓杰, 梁庆国, 刘传新, 张堂杰, 王文卓. 富水深埋黄土隧道变形规律及控制措施[J]. 隧道与地下工程灾害防治, 0, (): 1-10.
[5] 王立川, 马相峰, 王化武, 杨玲, 姚云霄, 龚伦, 王秋, 刘子琦, 樊永杰, 周保安. 某运营高铁隧道上部大型溶洞演化致灾与处置方案[J]. 隧道与地下工程灾害防治, 0, (): 1-14.
[6] 王明年,于丽,李琦,王旭. 高速铁路隧道防灾疏散救援技术研究综述[J]. 隧道与地下工程灾害防治, 2019, 1(2): 13-23.
[7] 傅鹤林,黄震,王慧,张加兵,史越. 地铁安全事故分析及安全管理[J]. 隧道与地下工程灾害防治, 2019, 1(2): 59-66.
[8] 戴军, 杨鑫, 王建军, 仇文革, 朱麒. 限阻耗能型支护在大变形双线铁路隧道中的应用[J]. 隧道与地下工程灾害防治, 0, (): 1-.
[9] 戴军,杨鑫,王建军,仇文革,朱麒. 限阻耗能型支护在大变形双线铁路隧道中的应用[J]. 隧道与地下工程灾害防治, 2022, 4(4): 44-51.
[10] 杨帆. 广义SMP准则在圆形断面隧道围岩渗流解析解的应用[J]. 隧道与地下工程灾害防治, 2022, 4(4): 91-99.
[11] 王福善. 木寨岭隧道极高地应力软岩大变形控制技术[J]. 隧道与地下工程灾害防治, 2020, 2(4): 65-73.
[12] 裴超, 肖勇, 朱智勇, 刘艳萍, 杨文波, 赵亮亮. 复杂应力环境中隧道大变形特征与形变控制[J]. 隧道与地下工程灾害防治, 0, (): 1-.
[13] 张建, 梁庆国, 王永刚, 庞小冲. 黄土隧道底鼓机理分析与防治技术研究[J]. 隧道与地下工程灾害防治, 0, (): 1-8.
[14] 王立川,马相峰,王化武,杨玲,姚云晓,龚伦, 王秋,刘子琦,樊永杰,周保安. 某运营高铁隧道上部大型溶洞演化致灾与处置方案研究[J]. 隧道与地下工程灾害防治, 2020, 2(1): 20-33.
[15] 张建,梁庆国,王永刚,庞小冲. 黄土隧道底鼓机理分析与防治技术[J]. 隧道与地下工程灾害防治, 2020, 2(1): 84-90.
[1] QIAN Qihu. Scientific use of the urban underground space to construction the harmonious livable and beautiful city[J]. Hazard Control in Tunnelling and Underground Engineering, 2019, 1(1): 1 -7 .
[2] WANG Zhechao, LI Wei, LIU Jie, GUO Jiafan, ZHANG Yupeng. A review on state-of-the-art of underground gas storage and causes of typical accidents[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -10 .
[3] GONG Qiuming, WU Fan, YIN Lijun. Study on the rock mixed ground under disc cutter by linear cutting tests[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -11 .
[4] FU Helin, HUANG Zhen, WANG Hui, ZHANG Jiabing, SHI Yue. Accident analysis and management of metro safety[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -12 .
[5] HONG Kairong. Study on rock breaking and wear of tbm hob in high-strength high-abrasion stratum[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 76 -85 .
[6] JING Hongwen, YU Liyuan, SU Haijian, GU jincai, Yin Qian. Development and application of catastrophic experiment system for water inrush in surrounding rock of deep tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 102 -110 .
[7] ZHANG Qingsong, ZHANG Lianzhen, LI Peng, FENG Xiao. New progress in grouting reinforcement theory of water-rich soft stratum in underground engineering#br#[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -12 .
[8] WANG Mingnian, YU Li, LI Qi, WANG Xu, . A summary of research on disaster prevention, evacuation and evacuation in high-speed railway tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -12 .
[9] TIAN Siming, ZHAO Yong, SHI Shaoshuai, HU Jie. The status, problems and countermeasures of typical disaster prevention and control methods during the construction period of Chinese railway tunnels[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 1 -29 .
[10] LI Tianbin, WU Chendi , MENG Lubo, GAO Meiben. Study on dynamic analysis and comprehensive warning method of tunnel collapse[J]. Hazard Control in Tunnelling and Underground Engineering, 0, (): 111 -118 .
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
网站版权 © 《隧道与地下工程灾害防治》编辑部
地址:山东省济南市山大南路27号山东大学中心校区明德楼B733《隧道与地下工程灾害防治》编辑部, 邮编:250100, 电话:0531-88366735, E-mail:tunnel@sdu.edu.cn
本系统由北京玛格泰克科技发展有限公司设计开发 技术支持:support@magtech.com.cn