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| Classification,geological identification,hazard mode and typical case studies of hazard-causing structures for water and mud inrush in tunnels |
| LI Shucai,XU Zhenhao,HUANG Xin,LIN Peng,ZHAO Xiaocheng,ZHANG Qingsong,YANG Lei,ZHANG Xiao,SUN Huaifeng,PAN Dongdong |
| (Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,Shandong 250061,China) |
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Abstract Geological structure form is the intrinsic condition and the controlling factor of water and mud inrush. The hazard-causing structure of water and mud inrush was classified into 3 categories including 11 types. The first category is karst,including 3 types,i.e.,the corrosion fissure type,the karst cave type and the piping and underground river type. The second category is fault,including the water-enriched fault,the water-conductive fault and the water-resistive fault. The third category is due to the other causes,such as the intrusive-contact type,the interlayer-fracture type,the unconformable-contact type,the differential-weathering type and the special-condition type. 221 cases of typical water and mud inrush disasters were analyzed. The karst category is about 48%,including 105 cases. The fault category is about 29%,including 65 cases. Others are about 23%,including 51 cases. The structural characteristics,occurrence regularity and geological identification methods for different types of water and mud inrush hazard-causing structures are proposed and discussed. In addition,typical case studies are carried out. Finally,four typical hazard modes of water and mud inrush in tunnels are proposed,i.e.,the directly revealed type of water/mud inrush,the progressive failure type of water/mud inrush,the seepage instability type of water/mud inrush and the intermittent failure of water/mud inrush.
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[1] 李术才,王 康,李利平,等. 岩溶隧道突水灾害形成机制及发展趋势[J]. 力学学报,2017,49(1):22–30.(LI Shucai,WANG Kang,LI Liping,et al. Mechanical mechanism and development trend of water–inrush disasters in karst tunnels[J]. Chinese Journal of Theoretical and Applied Mechanics,2017,49(1):22–30.(in Chinese))
[2] 周 毅. 隧道充填型管道构造突涌水机制与预测预警及工程应用[博士学位论文][D]. 济南:山东大学,2015.(ZHOU Yi. Study on water inrush mechanism and early warning of filled piping–type disaster and its engineering applications in tunnels[Ph. D. Thesis][D]. Jinan:Shandong University,2015.(in Chinese))
[3] 刘招伟,何满潮,王树仁. 圆梁山隧道岩溶突水机制及防治对策研究[J]. 岩土力学,2006,27(2):228–232.(LIU Zhaowei,HE Manchao,WANG Shuren. Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel[J]. Rock and Soil Mechanics,2006,27(2):228–232.(in Chinese))
[4] 刘 高,杨重存,谌文武,等. 深埋长大隧道涌(突)水条件及影响因素分析[J]. 天津城市建设学院学报,2002,8(3):160–164.(LIU Gao,YANG Zhongcun,CHEN Wenwu,et al. Conditions and influencing factors of occurrence of groundwater inflow and invasion into deep–buried tunnel[J]. Journal of Tianjin of Urban Construction,2002,8(3):160–164.(in Chinese))
[5] 刘光亚. 基岩蓄水构造的理论与实践[J]. 石家庄经济学院学报,1981,(4):49–56.(LIU Guangya. Theory and practice of water– bearing structure in bedrock[J]. Journal of Shijiazhuang University of Economics,1981,(4):49–56.(in Chinese))
[6] 地质矿产部《地质辞典》办公室. 地质辞典(四)矿床地质、应用地质分册[M]. 北京:地质出版社,1986:326–327.(“Dictionary of Geology” Office of Ministry of Geology and Mineral Resources. Volumes of deposit geology and applied geology,dictionary of geology(IV)[M]. Beijing:Geological Publishing House,1986:326–327.(in Chinese))
[7] 钱学溥. 中国蓄水构造类型[M]. 北京:科学出版社,1990:10–14.(QIAN Xuepu. Types of water-bearing structure in China[M]. Beijing:Science Press,1990:10–14.(in Chinese))
[8] 韩宗珊. 试论湘西黔东地区岩溶富水构造[J]. 水文地质工程地质,1980,(2):32–37.(HAN Zongshan. Discussion on karst water rich structure in Western Hunan and Eastern Guizhou[J]. Hydrogeology and Engineering Geology,1980,(2):32–37.(in Chinese))
[9] 山西省综合勘查局. 岩溶地区的储水构造和勘察工作中的几个问题[J]. 勘察技术资料,1973,(4):6–15.(Bureau of Muti–purpose exploration in Shanxi Province. Several problems of water bearing structures and surveying in karst district[J]. Geotechnical Investigation and Surveying,1973,(4):6–15.(in Chinese))
[10] 张之淦,陈伟海. 岩溶储水构造与找水——以广西来宾小平阳为例[J]. 水文地质工程地质,2000,(4):1–5.(ZHANG Zhigan,CHEN Weihai. Water–bearing structures in karst terrain—a case study in Xiaopingyang area,Laibin,Guangxi[J]. Hydrogeology and Engineering Geology,2000,(4):1–5.(in Chinese))
[11] 蒙 彦,雷明堂. 岩溶区隧道涌水研究现状及建议[J]. 中国岩溶,2003,22(4):287–292.(MENG Yan,LEI Mingtang. The advance and suggestion for the study on discharge rate in karst tunnel gushing[J]. Carsologica Sinica,2003,22(4):287–292.(in Chinese))
[12] 王建秀,杨立中,何 静. 大型地下工程岩溶涌(突)水模式水文地质分析及其工程应用[J]. 水文地质工程地质,2001,28(4):49–52.(WANG Jianxiu,YANG Lizhong,HE Jing. The hydro-geological analysis of karst groundwater?s blow in large-scale underground engineering[J]. Hydrogeology and Engineering Geology,2001,28(4):49–52.(in Chinese))
[13] 林传年,李利平,韩行瑞. 复杂岩溶地区隧道涌水预测方法研究[J]. 岩石力学与工程学报,2008,27(7):1 469–1 476.(LIN Chuannian,LI Liping,HAN Xingrui. Research on forecast method of tunnel water inrush in complex karst areas [J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 469–1 476.(in Chinese))
[14] 石少帅. 深长隧道充填型致灾构造渗透失稳突涌水机理与风险控制及工程应用[博士学位论文][D]. 济南:山东大学,2014.(SHI Shaoshuai. Study on seepage failure mechanism and risk control of water inrush induced by filled disaster structure in deep-long tunnel and engineering applications[Ph. D. Thesis][D]. Jinan:Shandong University,2014.(in Chinese))
[15] 李术才. 隧道突水突泥灾害源超前地质预报理论与方法[M]. 科学出版社,2015:22–56.(LI Shucai. The theory and method of geological prediction for the disaster source of water and mud inrush in tunnels[M]. Beijing:China Science Publishing House,2015:22–56.(in Chinese))
[16] 许振浩,李术才,李利平,等. 基于风险动态评估与控制的岩溶隧道施工许可机制[J]. 岩土工程学报,2011,33(11):1 715–1 725.(XU Zhenhao,LI Shucai,LI Liping,et al. Construction permit mechanism of karst tunnels based on dynamic assessment and management of risk[J]. Chinese Journal of Geotechnical Engineering,2011,33(11):1 715–1 725.(in Chinese))
[17] 许振浩,李术才,李利平,等. 基于层次分析法的岩溶隧道突水突泥风险评估[J]. 岩土力学,2011,32(6):1 757–1 766.(XU Zhenhao,LI Shucai,LI Liping,et al. Risk assessment of water or mud inrush of karst tunnels based on analytic hierarchy process[J]. Rock and Soil Mechanics,2011,32(6):1 757–1 766.(in Chinese))
[18] 张之淦. 岩溶发生学——理论探索[M]. 桂林:广西师范大学出版社,2006:219–225.(ZHANG Zhigan. Karst genesi—theoretical exploration [M]. GuiLin:Guangxi Normal University Press,2006:219–225.(in Chinese))
[19] 袁道先. 中国岩溶学[M]. 北京:地质出版社,1994:13–32.(YUAN Daoxian. Chinese karstology[M]. Beijing:Geological Publishing House,1994:13–32.(in Chinese))
[20] 刘招伟,张民庆,王树仁. 岩溶隧道灾变预测与处治技术[M]. 北京:科学出版社,2007:14–21.(LIU Zhaowei,ZHANG Minqing,WANG Shuren. Prediction and treatment technology of karst tunnel disaster[M]. Beiing:Science Press,2007:14–21.(in Chinese))
[21] 许振浩,李术才,李利平,等. 一种典型的岩溶隧道衬砌压裂突水灾害成因与防治[J]. 岩石力学与工程学报,2011,30(7):1 396–1 404. (XU Zhenhao,LI Shucai,LI Liping,et al. Cause,disaster prevention and controlling of a typical kind of water inrush and lining fracturing in karst tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1 396–1 404.(in Chinese))
[22] 金新锋,夏日元,梁 彬. 宜万铁路马鹿箐隧道岩溶突水来源分析[J]. 水文地质工程地质,2007,34(2):71–74.(JIN Xinfeng,XIA Riyuan,LIANG Bin. Analysis of bursting water source of Maluqing tunnel,Yichang-Wanzhou railway[J]. Hydrogeology and Engineering Geology,2007,34(2):71–74.(in Chinese))
[23] 孙明彪. 宜万铁路野三关隧道602溶腔处治[J]. 现代隧道技术,2010,47(1):91–98.(SUN Mingbiao. 602 karst cave treatment in yesanguan tunnel on Yichang-Wanzhou railway[J]. Modern Tunnelling Technology,2010,47(1):91–98.(in Chinese))
[24] 刘建国,刘义立. 华蓥山隧道特大涌水突泥的综合治理[J]. 公路,2003,(10):25–29. (LIU Jianguo,LIU Yili. Comprehensive treatment of extra-large water and mud inrush in Huayingshan tunnel[J]. Highway,2003,(10):25–29.(in Chinese))
[25] 顾义磊,李晓红,杜云贵. 通渝隧道K21+780涌水突泥段的治理[J]. 地下空间与工程学报,2005,1(5):742–745.(GU Yilei,LI Xiaohong,DU Yungui,et al. Treatment of the mud break out from wall rock at K21+780 in Tongyu tunnel[J]. Chinese Journal of Underground Space and Engineering,2005,1(5):742–745.(in Chinese))
[26] 李术才,周宗青,李利平,等. 岩溶隧道突水风险评价理论与方法及工程应用[J]. 岩石力学与工程学报,2013,32(9):1 858–1 867. (LI Shucai,ZHOU Zongqing,LI Liping,et al. Risk evaluation theory and method of water inrush in Karst tunnels and its applications[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(9):1 858–1 867.(in Chinese))
[27] 王全胜,李 丹,廖新志. 铁峰山2号隧道涌水段施工技术[J]. 公路,2006,(2):172–176.(WANG Quansheng,LI Dan,LIAO Xinzhi. Construction technology of water inflow section in Tiefengshan No.2 tunnel[J]. Highway,2006,(2):172–176.(in Chinese))
[28] 余积新. 梨树湾隧道岩溶涌水的处理[J]. 铁道建筑,2005,(7):43–45.(YU Jixin. Treatment of karst water inflow in Lishuwan tunnel[J]. Railway Engineering,2005,(7):43–45.(in Chinese))
[29] 戎 凯,曹大明,王荣劲. 长凼子隧道岩溶突水、突泥特征及控制因素分析[J]. 现代隧道技术,2010,47(5):32–37.(RONG Kai,CAO Daming,WANG Rongjing. Analysis of control factors for water-gushing and mud-outburst in Changdangzi karst tunnel[J]. Modern Tunnelling Technology,2010,47(5):32–37.(in Chinese))
[30] 李术才,石少帅,李利平,等. 三峡库区典型岩溶隧道突涌水灾害防治与应用[J]. 岩石力学与工程学报,2014,33(9):1 887–1 896. (LI Shucai,SHI Shaoshuai,LI Liping,et al. Control of water inrush in typical karst tunnels in Three Gorges Reservoir area and its application[J]. Chinese Journal of Rock Mechanics and Engineering,2014,33(9):1 887–1 896.(in Chinese))
[31] 杨 健,胡 平,朱 岩,等. 沉砂池在包家山特长隧道涌水治理中的应用[J]. 隧道建设,2010,30(增1):481–485.(YANG Jian,HU Ping,ZHU Yan,et al. Application of sand sediment tank in gushing water treatment during construction of extra-long Baojiashan tunnel[J]. Tunnel Construction,2010,30(Supp.1):481–485.(in Chinese))
[32] 孙锡寿,刘世龙. 隧道冒顶突泥综合治理方案技术总结[J]. 公路工程,2011,36(3):119–121.(SUN Xishou,LIU Shilong. Tunnel caved in the comprehensive solution to this technical[J]. Highway Engineering,2011,36(3):119–121.(in Chinese))
[33] 蔚立元,韩立军,冉军林. 阳灵隧道充填溶洞综合预报及突泥事故治理[J]. 应用基础与工程科学学报,2016,24(6):1 256–1 267.(YU Liyuan,HAN Lijun,RAN Junlin. Comprehensive geological prediction of filling cavity and treatment of mud inrush for Yangling tunnel[J]. Journal of Basic Science and Engineering,2016,24(6):1 256–1 267.(in Chinese))
[34] 田 军,杨献章. 顶上隧道涌泥成因分析及整治[J]. 现代隧道技术,2011,48 (4):152–156. (TIAN Jun,YANG Xianzhang. Cause analysis and treatment of mud outburst in the Dingshang tunnel[J]. Modern Tunnelling Technology,2011,48(4):152–156.(in Chinese))
[35] 刘小刚. 大路梁子隧道治水综述[J]. 铁道标准设计,2010,(4):89–92.(LIU Xiaogang. Review of water treatment in Daluliangzi tunnel[J]. Railway Standard Design,2010,(4):89–92.(in Chinese))
[36] 吴发展. 鹰嘴岩隧道进口岩溶涌水原因分析及治理[J]. 施工技术,2008,37(增2):252–254.(WU Fazhan. Analysis and management on karst imports pick Yingzuiyan tunnel water[J]. Construction Technology,2008,37(Supp.2):252–254.(in Chinese))
[37] 徐宏武. 渝湘高速下塘口一号隧道突水病害诊断及处治[J]. 地下空间与工程学报,2010,6(4):845–849.(XU Hongwu. Gushing water diagnosis and treatment of Yuxiang speedway on Xiaotangkou No.1 tunnel[J]. Chinese Journal of Underground Space and Engineering,2010,6(4):845–849.(in Chinese))
[38] 曹校勇. 隧道突涌水致二衬溃口处治方案[J]. 公路,2013,58(12):218–224.(CAO Xiaoyong. Treatment plan about tunnel lining collaps caused by sudden surge of water[J]. Highway,2013,58(12):218–224.(in Chinese))
[39] 李学东,董 健,任 亚,等. 龙潭特长公路隧道突水涌泥坍塌治理措施探讨[J]. 中外公路,2008,28(6):179–183.(LI Xuedong,DONG Jian,REN Ya,et al. Discussion on the treatments for water inrush,mud inflow and collapse in Longtan special long highway tunnel[J]. Journal of China and Foreign Highway,2008,28(6):179–183.(in Chinese))
[40] 张小华,刘清文. 武隆隧道暗河突水特点与整治技术分析[J]. 现代隧道技术,2005,42(3):59–64.(ZHANG Xiaohua,LIU Qingwen. Analysis of the features of water outbursts from underground rivers and the counterm easures in Wulong tunnel[J]. Modern Tunnelling Technology,2005,42(3):59–64.(in Chinese))
[41] 张宗钢. 拉之洞隧道溶洞涌泥处理施工技术[J]. 现代隧道技术,2006,43(6):56–59.(ZHANG Zonggang. Techniques to deal with the mud-outburst in a karst in Lazhidong tunnel[J]. Modern Tunnelling Technology,2006,43(6):56–59.(in Chinese))
[42] 周训高. 歌乐山隧道突发性涌水整治技术[J]. 铁道标准设计,2006,(11):69–71.(ZHOU Xungao. Treatment technology of sudden water inrush in Geleshan tunnel[J]. Railway Standard Design,2006,(11):69–71.(in Chinese))
[43] 刘成禹,刘招伟. 基于地表沉降的岩溶发育区分析[J]. 现代隧道技术,2014,51(3):67–72.(LIU Chengyu,LIU Zhaowei. Analysis of karst development zones based on surface settlement[J]. Modern Tunnelling Technology,2014,51(3):67–72.(in Chinese))
[44] 陈发达,周火锋,方伟立,等. 某轨道交通1号线雅蛮区间隧道岩溶突泥突水处治对策分析[J]. 铁道标准设计,2016,60(6):95–99.(CHEN Fada,ZHOU Huofeng,FANG Weili,et al. Study on treatment countermeasures against water and mud gushing in Manpo station[J]. Railway Standard Design,2016,60(6):95–99.(in Chinese))
[45] 余庆锋,吴 立,尹 翔,等. 高速铁路隧道岩溶突水发生机理研究[J]. 科学技术与工程,2015,15(30):198–205.(YU Qingfeng,WU Li,YIN Xiang,et al. Study on karst water inrush mechanism in high-speed railway tunnel[J]. Science Technology and Engineering,2015,15(30):198–205.(in Chinese))
[46] 孙晋玉,张 强,许 模,等. 通海隧道施工涌突水灾害与环境影响研究[J]. 水土保持研究,2011,18(4):69–73.(SUN Jinyu,ZHANG Qiang,XU Mo,et al. Environmental impact and prediction of gushing water of Tonghai tunnel engineering,Yunnan province,China[J]. Research of Soil and Water Conservation,2011,18(4):69–73.(in Chinese))
[47] 张会刚,张广泽,毛邦燕. 沪昆客专小高山隧道突水突泥及致灾原因探析[J]. 铁道工程学报,2016,33(8):66–70.(ZHANG Huigang,ZHANG Guangze,MAO Bangyan. Mechanism analysis and water and mud breakout in the Xiaogao Mountain tunnel in Shanghai- Kunming passenger dedicated railway[J]. Journal of Railway Engineering Society,2016,33(8):66–70.(in Chinese))
[48] 孙伟亮. 棋盘石隧道溶洞突水成因分析及技术处理措施[J]. 铁道建筑,2010,(10):54–56.(SUN Weiliang. Casuse analysis and treatment measure of karst cave water inrush in Qianpanshi tunnel[J]. Railway Engineering,2010,(10):54–56.(in Chinese))
[49] 卿三惠,黄润秋. 贵州六盘水市何家寨隧道地质灾害整治探讨[J]. 中国地质灾害与防治学报,2006,17(2):134–139.(QIN Sanhui,HUANG Runqiu. Control engineering against geological hazards in Hejiazhai tunnel Guilin Province[J]. The Chinese Journal of Geological Hazard and Control,2006,17(2):134–139.(in Chinese))
[50] 张民庆,刘招伟. 圆梁山隧道岩溶突水特征分析[J]. 岩土工程学报,2005,27(4):422–426.(ZHANG Minqing,LIU Zhaowei. The analysis on the features of karst water burst in the Yuanliangshan tunnel[J]. Chinese Jounal of Geotechnical Engineering,2005,27(4):422–426.(in Chinese))
[51] 刘招伟. 圆梁山隧道岩溶突水机理及其防治对策[博士学位论文][D]. 北京:中国地质大学,2004.(LIU Zhaowei. Karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel[Ph. D. Thesis][D]. Beijing:China University of Geosciences,2004.(in Chinese))
[52] 高红杰. 关角特长隧道施工地质问题及成因分析[J]. 铁道标准设计,2016,60(3):87–91.(GAO Hongjie. Geological problems in the construction of Guanjiao supper long tunnel and cause analysis[J]. Railway Standard Design,2016,60(3):87–91.(in Chinese))
[53] 罗雄文. 深长隧道突水突泥致灾构造及其致灾模式研究[硕士学位论文][D]. 北京:中国铁道科学研究院,2014.(LUO Xiongwen. Study on disastrous structures and models of water-burst and mud-burst in deep and long tunnel[M. S. Thesis][D]. Beijing:China Academy of Railway Sciences,2014.(in Chinese))
[54] 莫阳春. 高水压充填型岩溶隧道稳定性研究[博士学位论文][D]. 成都:西南交通大学,2009.(MO Yangchun. Stability research on high water pressure filled karst caves tunnel[Ph. D. Thesis][D]. Chengdu:Southwest Jiaotong University,2009.(in Chinese))
[55] 孙超群. 隧道充填型致灾构造灾变演化及突涌水数值模拟研究[博士学位论文][D]. 济南:山东大学,2016.(SUN Chaoqun. Numerical simulation study of disaster evolution and water inrush in filling type structure of tunnel[Ph. D. Thesis][D]. Jinan:Shandong University,2016.(in Chinese))
[56] 赵 雍. 赛里木湖隧道涌水分析及处理[J]. 隧道建设,2008,28(5):609–612.(ZHAO Yong. Analysis and treatment of water gushing in Sailimu lake tunnel[J]. Tunnel Construction,2008,28(5):609–612.(in Chinese))
[57] 田 军,杨献章. 羊角脑隧道施工时的岩溶灾害及处治[J]. 公路工程,2011,36(2):129–132.(TIAN Jun,YANG Xianzhang. The karst disaster and treatment of tunnelling in Yangjiaonao tunnel[J]. Highway Engineering,2011,36(2):129–132.(in Chinese))
[58] 熊成宇,张 强. 岩溶隧道大体积涌泥处治与预控技术[J]. 施工技术,2017,46(5):122–125.(XIONG Chengyu,ZHANG Qiang. The treatment and pre-control technology of the mass gushing mud for karst tunnel[J]. Construction Technology,2017,46(5):122–125.(in Chinese))
[59] 张民庆,何志军,黄鸿健,等. 兰新二线大梁隧道突水突泥原因分析与治理[J]. 铁道工程学报,2015,32(3):77–80.(ZHANG Minqing,HE Zhijun,HUANG Hongjian,et al. Causal analysis and governance of the water and mud bursting in daliang tunnel on Lanzhou-Xinjiang second railway[J]. Journal of Railway Engineering Society,2015,32(3):77–80.(in Chinese))
[60] 毕焕军. 大梁隧道突水突石机理分析及处理措施研究[J]. 铁道工程学报,2015,32(2):82–85.(BI Huanjun. Mechanism analysis and treatments of water and stone inrush in daliang tunnel[J]. Journal of Railway Engineering Society,2015,32(2):82–85.(in Chinese))
[61] 李建铭. 砂浆回填帷幕注浆在高压富水溶腔处治中的应用[J]. 现代隧道技术,2010,47(1):99–104.(LI Jianming. Application of mortar backfilling and full-face curtain grouting to dealing with water-soaked cavity[J]. Modern Tunnelling Technology,2010,47(1):99–104.(in Chinese))
[62] 陆记霞,刘向阳. 玉蒙铁路秀山隧道涌水涌砂地段施工技术[J]. 隧道建设,2009,29(3):339–341.(LU Jixia,LIU Xiangyang. Construction techniques for water and sand gushing section in Xiushan tunnel on Yuxi-Mengzi railway[J]. Tunnel Construction,2009,29(3):339–341.(in Chinese))
[63] 赵发辉,周 锐. 高水头地下水对长水工隧洞施工的影响探讨[J]. 人民长江,2013,44(12):59–62.(ZHAO Fahui,ZHOU Rui. Influence analysis of high head underground water on construction of long hydraulic tunnel[J]. Yangtze River,2013,44(12):59–62.(in Chinese))
[64] 谭毓浚. 南岭隧道突水突泥与地表沉陷[J]. 铁道工程学报,1990,7(1):80–86.(TAN Yujun. Water and mud inrush and surface subsidence in Nanling tunnel[J]. Journal of Railway Engineering Society,1990,7(1):80–86.(in Chinese))
[65] 王 鹄,沈宇鹏. 化学注浆技术在佛岭隧道突水治理中的应用[J]. 铁道建筑,2014,(7):70–72.(WANG Hu,SHEN Yupeng. Application of chemistry grouting technology in water inrush treatment in Foling tunnel[J]. Railway Engineering,2014,(7):70–72.(in Chinese))
[66] 郭如军,丁建芳,廖烟开. 综合预报技术在隧道岩溶探测预报中的应用研究[J]. 现代隧道技术,2013,50(5):158–163.(GUO Rujun,DING Jianfang,LIAO Yankai. On the Application of comprehensive geological forecasting techniques to karst tunnels[J]. Modern Tunnelling Technology,2013,50(5):158–163.(in Chinese))
[67] 石少帅,李术才,李利平,等. 岩溶区隧道暗河的综合预报及治理方案研究[J]. 岩土力学,2012,33(1):227–232.(SHI Shaoshuai,LI Shucai,LI Liping,et al. Comprehensive geological prediction and management of underground river in karst areas[J]. Rock and Soil Mechanics,2012,33(1):227–232.(in Chinese))
[68] 林传年. 岩溶隧道综合超前地质预报应用研究[J]. 地下空间与工程学报,2008,4(6):1 086–1 090.(LIN Chuannian. Research on application of comprehensive advanced prediction for karst tunnels[J]. Chinese Journal of Underground Space and Engineering,2008,4(6):1 086–1 090.(in Chinese))
[69] 刘光亚. 基岩地下水[M]. 北京:地质出版社,1979:71–117.(LIU Guangya. Underground water in bedrock[M]. Beijing:Geological Publishing House,1979:71–117.(in Chinese))
[70] 刘仁阳. 大风垭口隧道特大土石流及涌水处治[J]. 公路,2006,(5):207–212.(LIU Renyang. Treatment of large scale debris flow and water inrush in Dafengyakou tunnel[J]. Highway,2006,(5):207–212.(in Chinese))
[71] 李卫民. 洋碰隧道右线出口突水突泥段的施工技术[J]. 公路,2002,(9):161–166.(LI Weimin. Construction technique for inrush of clay and water in right tube of yangpeng tunne[J]. Highway,2002,(9):161–166.(in Chinese))
[72] 左昌群,徐 颖,陈志超,等. 断裂群碳酸盐岩深埋隧道突水机制及风险减避[J]. 公路交通科技,2014,31(1):89–95,117.(ZUO Changqun,XU Ying,CHEN Zhichao,et al. Karst water inrush mechanism and risk reduction of carbonate buried tunnel in fault zone[J]. Journal of Highway and Transportation Research and Development,2014,31(1):89–95,117.(in Chinese))
[73] 李 忠,杨维训. 浙江苍岭隧道左线凝灰岩突水现象工程地质特征研究[J]. 铁道工程学报,2007,24(7):16–19.(LI Zhong,YANG Weixun. Study on engineering geological characteristics of water bursting from tuff of Zhejiang Cangling tunnel[J]. Journal of Railway Engineering Society,2007,24(7):16–19.(in Chinese))
[74] 陈其学,江勇顺,唐 浩. 飞仙关特长隧道高压涌突水形成机制及处治技术研究[J]. 现代隧道技术,2016,53(4):143–147.(CHEN Qixue,JIANG Yongshun,TANG Hao. Formation and treatment of the high-pressure water inflow in the extra–long Feixianguan tunnel[J]. Modern Tunnelling Technology,2016,53(4):143–147.(in Chinese))
[75] 张志强,何本国,王志杰,等. 富水断层隧道高位排水工法及其作用效果研究[J]. 岩土力学,2012,33(11):3 359–3 366.(ZHANG Zhiqiang,HE Benguo,WANG Zhijie,et al. Study of method and effect of high-position drainage of tunnel in water-rich fault[J]. Rock and Soil Mechanics,2012,33(11):3 359–3 366.(in Chinese))
[76] 康 杰. 断裂区岩溶隧道突水机制及预测分析[J]. 铁道建筑,2013,(12):62–64.(KANG Jie. Water inrush mechanism and prediction analysis of karst tunnel in fracture zone[J]. Railway Engineering,2013,(12):62–64.(in Chinese))
[77] 李森森. 岭脚隧道断层破碎带涌水突泥地质灾害处治技术研究[硕士学位论文][D]. 西安:长安大学,2013.(LI Sensen. The technical research of geological hazards treatment on water and mud burst in Lingjiao tunnel fault fracture zone[M. S. Thesis][D]. Xi?an:Chang?an University,2013.(in Chinese))
[78] 傅立新,熊建军. 小陂流隧道涌泥分析及处理[J]. 公路工程,2008,33(6):104–106.(FU Lixin,XIONG Jianjun. Analysis and treatment of Xiaopiliu tunnel pouring mud[J]. Highway Engineering,2008,33(6):104–106.(in Chinese))
[79] 王国际,王公忠. 新大瑶山隧道砂岩区高压突水的注浆技术[J]. 现代隧道技术,2010,47(2):58–62.(WANG Guoji,WANG Gongzhong. Grouting technique for sandstone areas with high pressure water in Dayaoshan tunnel[J]. Modern Tunnelling Technology,2010,47(2):58–62.(in Chinese))
[80] 康小兵,张 强,许 模. 重庆走马岭岩溶隧道涌水量初步研究[J]. 工程地质学报,2006,14(1):68–71.(KANG Xiaobing,ZHANG Qiang,XU Mo. A preliminary study of water intrusion in Zoumaling karst tunnel,Chongqing [J]. Journal of Engineering Geology,2006,14(1):68–71.(in Chinese))
[81] 李扬红,邓英尔,于 静,等. 五指山隧道岩溶发育及涌水的特征研究[J]. 水土保持研究,2009,16(2):138–141.(LI Yanghong,DENG Yinger,YU Jing,et al. Study on characteristics of development of karst and gushing in Wuzhi mountain tunnel[J]. Research of Soil and Water Conservation,2009,16(2):138–141.(in Chinese))
[82] 秦仁佩,肖 均,蒋 锋. 明月山特长隧道涌水突泥综合处理措施[J]. 现代隧道技术,2007,44(6):66–69.(QIN Renpei,XIAO Jun,JIANG Feng. Comprehensive treatment of the water gushing and mud out burst in Mingyueshan super long tunnel[J]. Modern Tunnelling Technology,2007,44(6):66–69.(in Chinese))
[83] 陈志平,陈德玖,张照秀,等. 高频大地电磁法在慈母山隧道勘察中的应用[J]. 公路,2011,6(6):1 726–1 730.(CHEN Zhiping,CHEN Dejiu,ZHANG Zhaoxiu,et al. Application of high frequency magneto telluric method in Cimushan tunnel survey [J]. Highway,2011,6(6):1 726–1 730.(in Chinese))
[84] 张民庆,黄鸿健,殷怀连,等. 宜万铁路别岩槽隧道F3 断层突发性涌水治理[J]. 现代隧道技术,2006,43(2):67–69.(ZHANG Minqing,HUANG Hongjian,YIN Huailian,et al. Water outburst treatment at fault F3 in Bieyancao tunnel on Yiwan railway[J]. Modern Tunnelling Technology,2006,43(2):67–69.(in Chinese))
[85] 陈良旺. 松南隧道涌水地段的综合整治[J]. 铁道标准设计,2002,(5):38–39.(CHEN Liangwang. Comprehensive treatment of water inflow section in Songnan tunnel[J]. Railway Standard Design,2002,(5):38–39.(in Chinese))
[86] 张慧玲,范圣明. 隧道断层涌泥整治技术研究[J]. 现代隧道技术,2017,54(1):186–190.(ZHANG Huiling,FAN Shengming. Research on the treatment of tunnel mud bursting at a fault zone[J]. Modern Tunnelling Technology,2017,54(1):186–190.(in Chinese))
[87] 李 忠,杨 杰,李 峰. 新倮纳隧道涌水防治的研究[J]. 石家庄铁道大学学报:自然科学版,2001,14 (1):7–10.(LI Zhong,YANG Jie,LI Feng. A study of prevention of water inflow into Xinluona tunnel[J]. Journal of Shijiazhuang Railway Institute,2001,14(1):7–10.(in Chinese))
[88] 张秋生,荆学亚. 精伊霍铁路科克乔克三号隧道突泥突水施工技术[J]. 铁道标准设计,2007,(增1):186–188.(ZHANG Qiusheng,JING Xueya. Construction technology of mud and water inrush in Kekeqiaoke No.3 tunnel of Jinghe-Yili-Huoerguosi railway[J]. Railway Standard Design,2007,(Supp.1):186–188.(in Chinese))
[89] 蒲小平,王全胜. 厦深铁路大南山隧道F2–1断层突泥涌水处理技术[J]. 隧道建设,2009,29(4):466–469.(PU Xiaoping,WANG Quansheng. Treatment Technology of mud and water gushing in F2–1 fault of Dananshan tunnel on Xiamen-Shenzhen railway[J]. Tunnel Construction,2009,29(4):466–469.(in Chinese))
[90] 范恒秀,徐广民. 引硫济金工程冷龙岭引水隧洞涌泥涌水处理施工技术[J]. 隧道建设,2005,25(3):39–41.(FAN Hengxiu,XU Guangmin. Construction technology of mud and water inrush treatment in Lenglongling diversion tunnel of “water diversion from Liu river to supply the Jin river” project[J]. Tunnel Construction,2005,25(3):39–41.(in Chinese))
[91] 易国华. 华能宝兴电站引水隧洞富水涌泥断层破碎带施工中的对策研究[J]. 工程地质学报,2008,(增1):432–435.(YI Guohua. The research of the dealing with the construction process of diversion the tunnel in the fault zone which is rich in water and mud in Huanengbaoxing power station[J]. Journal of Engineering Geology,2008,(Supp.1):432–435.(in Chinese))
[92] 张 梅,肖广智,赵西民,等. 张集铁路旧堡隧道F3断层带突水突泥处治技术[J]. 现代隧道技术,2011,48(4):1–5.(ZHANG Mei,XIAO Guangzhi,ZHAO Ximin. Water and mud outburst treatment for F3 fault of the Jiubao tunnel on the Zhangjiako-Jining railway[J]. Modern Tunnelling Technology,2011,48(4):1–5.(in Chinese))
[93] 吴灌洲,刘懿辉,邓忠文. 大岗山水电站 3 号胶带机洞塌方分析[J]. 人民长江,2012,43(22):39–41.(WU Guanzhou,LIU Yihui,DENG Zhongwen. Analysis of collapse of No.3 conveyor tunnel of Dagangshan Hydropower Station[J]. Yangtze River,2012,43(22):39–41.(in Chinese))
[94] 李生杰,谢永利,朱小明. 高速公路乌鞘岭隧道穿越F4断层破碎带涌水塌方工程对策研究[J]. 岩石力学与工程学报,2013,32(增2):3 602–3 609.(LI Shengjie,XIE Yongli,ZHU Xiaoming. Research on countermeasure of water gushing with collapse in process of wushaoling highway tunnel crossing F4 fault fracture zone[J]. Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):3 602–3 609.(in Chinese))
[95] 汶文钊. 精伊霍铁路北天山隧道高压富水段断层施工技术[J]. 铁道标准设计,2009,(6):90–92.(WEN Wenzhao. Construction technology in high pressure and water-rich section of the fault in Tianbeishan tunnel Jinghe-Yili-Huoerguosi railway[J]. Railway Standard Design,2009,(6):90–92.(in Chinese))
[96] 徐大成. 雁门关隧道破碎带突泥处理施工技术[J]. 铁道建筑,2014,(11):72–74.(XU Dacheng. Construction technology of mud inrush in fracture zone in Yanmenguan tunnel[J]. Railway Engineering,2014,(11):72–74.(in Chinese))
[97] 周军伟. 白云隧道突水、突泥段施工技术[J]. 隧道建设,2011,31(4):504–509.(ZHOU Junwei. Coping with mud/water bursting in tunnel construction:case study on Baiyun Tunnel[J]. Tunnel Construction,2011,31(4):504–509.(in Chinese))
[98] 张民庆,汪纲领,孙国庆. 南广铁路白云隧道断层突泥灾害治理技术[J]. 铁道工程学报,2012,29(3):69–73.(ZHANG Minqing,WANG Gangling,SUN Guoqing. Treatment technology for mud bursting of baiyun tunnel of Nanning-Guangzhou railway in fault[J]. Journal of Railway Engineering Society,2012,29(3):69–73.(in Chinese))
[99] 何振宁. 铁路隧道疑难工程地质问题分析——以30多座典型隧道工程为例[J]. 隧道建设,2016,36(6):636–665.(HE Zhenning. Analysis of geological problems of railway tunnels:case study of typical tunnels[J]. Tunnel Construction,2016,36(6):636–665.(in Chinese))
[100] 张庆松,王德明,李术才,等. 断层破碎带隧道突水突泥模型试验系统研制与应用[J]. 岩土工程学报,2017,39(3):417–426.(ZHANG Qingsong,WANG Deming,LI Shucai,et al. Development and application of model test system for inrush of water and mud of tunnel in fault rupture zone[J]. Chinese Journal of Geotechnical Engineering,2017,39(3):417–426.(in Chinese))
[101] 翁贤杰. 富水断层破碎带隧道突水突泥机制及注浆治理技术研究[硕士学位论文][D]. 济南:山东大学,2014.(WENG Xianjie. Study on inrush of water and mud mechanism and grouting control technology in water-rich fault fracture zone of tunnel[M. S. Thesis][D]. Jinan:Shandong University,2014.(in Chinese))
[102] 王 伟,苗德海. 宜万铁路齐岳山隧道F11高压富水断层特征及工程对策[J]. 铁道标准设计,2010,(8):81–86.(WANG Wei,MIAO Dehai. Characteristics of high pressure watery fault F11 in Qiyueshan tunnel on Yichang–Wanzhou railway as well as engineering countermeasures[J]. Railway Standard Design,2010,(8):81–86.(in Chinese))
[103] 陈志强,岳 华. 黄土隧道突水涌泥处理施工技术[J]. 铁道建筑,2011,(12):77–79.(CHEN Zhiqiang,YUE Hua. Construction technique of water and mud inrush treatment in loess tunnel[J]. Railway Engineering,2011,(12):77–79.(in Chinese))
[104] 张宝永. 胡麻岭隧道斜井突水涌砂治理措施研究[J]. 兰州交通大学学报,2015,34(1):23–27.(ZHANG Baoyong. Study on controlling measures of the sandy–silt seepage in Humaling tunnel[J]. Journal of Lanzhou Jiaotong University,2015,34(1):23–27.(in Chinese))
[105] 张民庆,何志军,肖广智,等. 第三系富水砂层隧道工程特性与施工技术研究[J]. 铁道工程学报,2016,33(9):76–81.(ZHANG Minqing,HE Zhijun,XIAO Guangzhi,et al. Research on the tunnel engineering characteristics and construction technology of the tertiary water rich sand[J]. Journal of Railway Engineering Society,2016,33(9):76–81.(in Chinese))
[106] 杨昌贤. 牡绥铁路双丰隧道辅助坑道设计研究[J]. 铁道标准设计,2016,60(9):89–93.(YANG Changxian. Study on design of access adit of Shuangfeng tunnel on Mudanjiang-Suifenhe railway[J]. Railway Standard Design,2016,60(9):89–93.(in Chinese))
[107] 邓启华. 软岩大变形隧道变形规律及控制措施[J]. 施工技术,2016,45(17):124–126.(DENG Qihua. Deformation law and control measures in soft rock tunnel with large deformation[J]. Construction Technology,2016,45(17):124–126.(in Chinese))
[108] 吴培荣. 梁山隧道深埋富水陡倾软弱带突水涌泥机制分析及旋喷技术[J]. 隧道建设,2015,35(4):364–368.(WU Peirong. Analysis on mechanism of water gushing and mud inflow when tunneling through deep-covered steep water-rich fracture zone and application of horizontal jet grouting piles:case study on Liangshan tunnel[J]. Tunnel Construction,2015,35(4):364–368.(in Chinese))
[109] 黎 庶. 城市电缆隧道施工中地下水的综合治理[J]. 铁道建筑,2008,(3):46–48.(LI Shu. Comprehensive treatment of ground water during construction in urban cable tunnel[J]. Railway Engineering,2008,(3):46–48.(in Chinese))
[110] 黄大成,骆 伟. 富水隧道突水处置及结构受力特性研究[J]. 公路工程,2016,41(4):154–158.(HUANG Dacheng,LUO Wei. Study on the treatment of water inflow and structure mechanical characteristics of tunnel under enriched water condition[J]. Highway Engineering,2016,41(4):154–158.(in Chinese))
[111] 吴 平,鄢定媛,易鑫马,等. 阳洞滩 2 号隧道特大涌泥塌方处治方案研究[J]. 公路工程,2013,38(6):17–19.(WU Ping,YAN Dingyuan,YI Xinma,et al. Treatment of collapse and mud accident in Yangdong tan No.2 tunnel[J]. Highway Engineering,2013,38(6):17–19.(in Chinese))
[112] 孙建国. 奉恩公路(S201)石乳关隧道突泥涌水处治设计[J]. 公路隧道,2016,(2):27–30.(SUN Jianguo. Treatment design of water and mud inrush in Shiruguan tunnel,Fenjie-Enshi highway(S201)[J]. Highway Tunnel,2016,(2):27–30.(in Chinese))
[113] 宋伦杰. 南昆线草庵隧道大涌水和坍方地段注浆技术[J]. 世界隧道,1999,(2):52–56,36.(SONG Lunjie. Grouting technology for treatment of serious rushing water and collapse section in Caoan tunnel on Nanning-Kunming railway line[J]. World Tunnel,1999,(2):52–56,36.(in Chinese))
[114] 邵双修. 禾洛山隧道富水地段施工技术[J]. 铁道工程学报,2010,27(5):54–57.(SHAO Shuangxiu. Technique for construction of Heluoshan tunnel in water-rich stratum[J]. Journal of Railway Engineering Society,2010,27(5):54–57.(in Chinese))
[115] 赵建宇. 中天山隧道高压富水段涌水量探测与连通试验研究[J]. 铁道标准设计,2013,(5):83–86.(ZHAO Jianyu. Study on water inflow detection and connectivity test of high pressure water-rich section of Zhongtianshan tunnel[J]. Railway Standard Design,2013,(5):83–86.(in Chinese))
[116] 张 优. 祥云隧道围岩流变特性及变形特征研究[硕士学位论文][D]. 成都:西南交通大学,2016.(ZHANG You. The rheology properties and characteristics of Xiangyun tunnel[M. S. Thesis][D].Chengdu:Southwest Jiaotong University,2016.(in Chinese))
[117] 韩海军,许崇帮. 长拉山隧道突水事故原因分析及工程对策[J]. 公路交通科技:应用技术版,2013,(8):181–182.(HAN Haijun,XU Chongbang. Cause analysis and engineering countermeasures of water inrush accident in long drawn mountain tunnel[J]. Journal of Highway and Transportation Research and Development:Application Version,2013,(8):181–182.(in Chinese))
[118] 王 凯. 全风化花岗岩富水地层注浆加固机理及应用[博士学位论文][D]. 济南:山东大学,2017.(WANG Kai. Study on grouting treatment for water inrush in completely weathered grantie and its application[Ph. D. Thesis][D]. Jinan:Shandong University,2017.(in Chinese))
[119] 袁敬强,陈卫忠,黄世武,等. 全强风化花岗岩隧道突水灾害机制与协同治理技术研究[J]. 岩石力学与工程学报,2016,35(增2):4 164–4 171.(YUAN Jingqiang,CHEN Weizhong,HUANG Shiwu,et al. Mechanism and synergetic treatment technology of water inrush disaster in completely and strongly weathered granite tunnels[J]. Chinese Journal of Rock Mechanics and Engineering,2016,35(Supp.2):4 164–4 171.(in Chinese))
[120] LIU J Q,CHEN W Z,YUAN J Q,et al. Groundwater control and curtain grouting for tunnel construction in completely weathered granite[J]. Bulletin of Engineering Geology and the Environment,2017. DOI:10.1007/s10064–017–1003–x.
[121] 李卫军. 富水地区破碎岩层隧道帷幕注浆施工技术[J]. 工程技术:全文版,2016,(12):145–148.(LI Weijun. Construction technology of curtain grouting in tunnel in fracture rock of water–rich zone[J]. Engineering Technology:Full Article Version,2016,(12):145–148.(in Chinese))
[122] 王 凯,李术才,杨 磊,等. 全风化花岗岩加固特性注浆模拟试验[J]. 天津大学学报:自然科学与工程技术版,2017,50(11):1 199–1 209.(WANG Kai,LI Shucai,YANG Lei,et al. Grouting simulation experiment on reinforcement characteristics of completely decomposed granite[J]. Journal of Tianjin University:Science and Technology,2017,50(11):1 199–1 209.(in Chinese))
[123] 刘金泉. 富水全强风化花岗岩隧道突水突泥灾变机理与帷幕注浆控制技术研究[博士学位论文][D]. 武汉:中国科学院武汉岩土力学研究所,2017.(LIU Jinquan. Mechanism and curtain grouting technology of water and mud inrush in water-rich completely weathered granite tunnels[Ph. D. Thesis][D]. Wuhan:Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,2017.(in Chinese))
[124] 张连震. 地铁穿越砂层注浆扩散与加固机理及工程应用[博士学位论文][D]. 济南:山东大学,2017.(ZHANG Lianzhen. Study on penetration and reinforcement mechanism of grouting in sand layer disclosed by subway tunnel and its application[Ph. D. Thesis][D]. Jinan:Shandong University,2017.(in Chinese)) |
| [1] |
MAO Yuting1, 2, HE Manchao1, 2, LIU Fangzhou3, BAI Xing4, YANG Xiaojie1, 2, TAO Zhigang1, 2*. Development and application of a large-scale physical model system for tunnel creep testing[J]. , 2026, 45(6): 1627-1638. |
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