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| CONTROL OF WATER INRUSH IN TYPICAL KARST TUNNELS IN THREE GORGES RESERVOIR AREA AND ITS APPLICATION |
| LI Shucai1,SHI Shaoshuai1,LI Liping1,2,CHEN Jun3,XU Zhenhao1,ZHOU Zongqing1,YUAN Yongcai1 |
(1. Geotechnical and Structural Engineering Research Center,Shandong University,Jinan,Shandong 250061,China;
2. Key Laboratory of Harbor,Waterway and Sedimentation Engineering of Ministry of Communications,Nanjing
Hydraulic Research Institute,Nanjing,Jiangsu 210098,China;3. Three Gorges Fanba Expressway
Construction Headquarters of Hubei Province,Yichang,Hubei 443007,China) |
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Abstract To build the expressway by the side of Three Gorge reservoir,tunnel construction was faced with the complex hydrogeological conditions,well developed karst and high risk of water inrush. A prevention system of high-risk karst tunnel was proposed in terms of the risk control of water inrush. Firstly,the regional karst features and water channels were revealed through the hydrogeological survey of karst and the analysis of the information such as lithology and topography. The characteristics of karst water were determined according to the long-term observation of rainfalls and water flows. Secondly,combined with the real-time information of construction,the water inrush risk was assessed by analyzing the risk surroundings and the risk factors. A geological prediction system for tunnels was presented based on the risk assessment. Finally,the curing programs of water inrush were optimized with the comprehensive geological prediction results. As such,both the region and the plan for water inrush curing were determined. The quality of excavation,support and grouting in the construction were ensured. The application of the approach provided the safety for the construction Jigongling Tunnel and avoided large-scale water inrush.
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Received: 04 July 2013
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| [1] 李术才,李树忱,张庆松,等. 岩溶裂隙水与不良地质情况超前预报研究[J]. 岩石力学与工程学报,2007,26(2):217–225.(LI Shucai,LI Shuchen,ZHANG Qingsong,et al. Forecast of karst-fractured groundwater and defective geological conditions[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):217–225.(in Chinese))
[2] 李术才,薛翊国,张庆松,等. 高风险岩溶地区隧道施工地质灾害综合预报预警关键技术研究[J]. 岩石力学与工程学报,2008,27(7):1 297–1 307.(LI Shucai,XUE Yiguo,ZHANG Qingsong,et al. Key technology study on comprehensive prediction and early-warning of geological hazards during tunnel construction in high-risk karst areas[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(7):1 297–1 307.(in Chinese))
[3] 李利平,李术才,张庆松. 岩溶地区隧道裂隙水突出力学机制研究[J]. 岩土力学,2010,31(2):523–528.(LI Liping,LI Shucai,ZHANG Qingsong. Study of mechanism of water inrush induced by hydraulic fracturing in kast tunnels[J]. Rock and Soil Mechanics,2010,31(2):523–528.(in Chinese))
[4] SHI S S,LI S C,LI L P,et al,Multi-physical field information comprehensive analysis and application of tunnel water-bearing structure[J]. International Journal of Environment and Pollution,2013,51(3/4):156–165.
[5] 杨天鸿,唐春安,谭志宏,等. 岩体破坏突水模型研究现状及突水预测预报研究发展趋势[J]. 岩石力学与工程学报,2007,26(2):268–277.(YANG Tianhong,TANG Chun′an,TAN Zhihong,et al. State of the art of inrush models in rock mass failure and developing trend for prediction and forecast of groundwater inrush[J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(2):268–277. (in Chinese))
[6] 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))
[7] 吴树仁,张永双,韩金良,等. 三峡水库引水工程秦巴段工程地质条件研究[J]. 地球学报,2006,27(5):487–494.(WU Shuren,ZHANG Yongshuang,HAN Jinliang,et al. The engineering geological conditions of the Qinling-Dabashan sector of the water diversion project from the Three Gorges reservoir to the Yellow River[J]. Acta Geoscientica Sinica,2006,27(5):487–494.(in Chinese))
[8] 代云霞,汪 洋,殷坤龙,等. 三峡库区巫山县某崩塌体涌浪调查及计算分析[J]. 武汉理工大学学报,2010,32(19):6–13.(DAI Yunxia,WANG Yang,YIN Kunlong,et al. Surge survey and calculation analysis of a landslide in Wushan county in the Three Gorges reservoir[J]. Journal of Wuhan University of Technology,2010,32(19):6–13.(in Chinese))
[9] 董金玉,杨继红,伍法权,等. 三峡库区软硬互层近水平地层高切坡崩塌研究[J]. 岩土力学,2010,31(1):151–157. (DONG Jinyu,YANG Jihong,WU Faquan,et al. Research on collapse of high cutting slope with horizontal soft-hard alternant strata in Three Gorges reservoir area[J]. Rock and Soil Mechanics,2010,31(1):151–157.(in Chinese))
[10] 王 浩,王全才,马利群. 三峡库区凸岸滑坡发育特征分析[J]. 人民黄河,2010,32(12):197–200.(WANG Hao,WANG Quancai,MA Liqun. Characteristic analysis of landslide in the Three Gorges reservoir area[J]. Yellow River,2010,32(12):197–200.(in Chinese))
[11] 许家美. 三峡库区小溪隧道口危岩稳定性评价与防治[J]. 地质灾害与环境保护,2006,17(4):23–27.(XU Jiamei. Stability analysis and treatment method for rill tunnel portal dangerous crag in the Three Gorges reservoir region[J]. Journal of Geological Hazards and Environment Preservation,2006,17(4):23–27.(in Chinese))
[12] 黄 达,黄润秋,张永兴. 三峡工程大型浅埋地下厂房围岩变形特征及机理研究[J]. 水文地质工程地质,2010,37(2):42–48. (HUANG Da,HUANG Runqiu,ZHANG Yongxing. Deformation characteristics and mechanism of surrounding rock masses in the shallow large underground powerhouse of the Three Gorges Project[J]. Hydrogeology and Engineering Geology,2010,37(2):42–48.(in Chinese))
[13] 袁宏川,段跃芳. 三峡库区地质灾害防治效果的评价与分析[J]. 数学的实践与认识,2009,39(14):65–70.(YUAN Hongchuan,DUAN Yuefang. Evaluation and analysis about geological disasters′ control in Three Gorges Reservoir area[J]. Mathematics in Practice and Theory,2009,39(14):65–70.(in Chinese))
[14] 韩行瑞. 三峡翻坝运输江南专用公路岩溶专题研究报告[R]. 桂林:中国地质科学院岩溶地质研究所,2007.(HAN Xingrui. The karst thematic studies of the Fanba highway[R]. Guilin:Institute of Karst Geology,Chinese Academy of Geological Sciences,2007.
[15] 钱七虎,戎晓力. 中国地下工程安全风险管理的现状、问题及相关建议[J]. 岩石力学与工程学报,2008,27(4):649–655.(QIAN Qihu,RONG Xiaoli. State issues and relevant recommendations for security risk management of China?s underground engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(4):649–655. (in Chinese))
[16] EINSTEIN H H. Risk and risk analysis in rock engineering[J]. Tunnelling and Underground Space Technology,1996,11(2) 141–155.
[17] ESKESEN S D,TENGBORG P R,KAMPMANN J,et al. Guidelines for tunnelling risk management:International Tunnelling Association,Working Group No. 2[J]. Tunnelling and Underground Space Technology,2004,19:217–237.
[18] 陈 龙,黄宏伟. 岩石隧道工程风险浅析[J]. 岩石力学与工程学报,2005,24(1):110–115.(CHEN Long,HUANG Hongwei. Risk analysis of rock tunnel engineering[J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(1):110–115.(in Chinese))
[19] 刘伟韬,张文泉,李加祥. 用层次分析–模糊评判进行底板突水安全性评价[J]. 煤炭学报,2000,25(3):278–282.(LIU Weitao,ZHANG Wenquan,LI Jiaxiang. An evaluation of the safety of floorwater irruption using analytic hierarchy process and fuzzy synthesis methods[J]. Journal of China Coal Society,2000,25(3):278–282.(in Chinese))
[20] 李术才,刘 斌,李树忱,等. 基于激发极化法的隧道含水地质构造超前探测研究[J]. 岩石力学与工程学报,2011,30(7):1 297–1 309. (LI Shucai,LIU Bin,LI Shuchen,et al. Study of advanced detection for tunnel water-bearinggelogical structures with induced polarization method[J]. Chinese Journal of Rock Mechanics and Engineering, 2011,30(7):1 297–1 309.(in Chinese))
[21] 李利平,李术才,陈 军,等. 基于岩溶突涌水风险评价的隧道施工许可机制及其应用研究[J]. 岩石力学与工程学报,2011,30(7):1 345–1 355.(LI Liping,LI Shucai,CHEN Jun,et al. Construction license mechanism and its application based on karst water inrush risk evaluation[J]. Chinese Journal of Rock Mechanics and Engineering,2011,30(7):1 345–1 355.(in Chinese))
[22] 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):1 714–1 725. (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):1 714–1 725.(in Chinese))
[23] 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):1 756–1 766.(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):1 756–1 766.(in Chinese))
[24] 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))
[25] 中华人民共和国行业标准编写组. 铁路隧道超前地质预报技术指南[S]. 北京:中国铁道出版社,2008.(The Professional Standards Compilation Group of People?s Republic of China. Technical guide for railway tunnel advance geological prediction[S]. Beijing:China Railway Publishing House,2008.(in Chinese))
[26] 铁道第四勘察设计院. 宜万线深埋复杂岩溶隧道超前地质预报技术方法研究[R]. 武汉:铁道第四勘察设计院,2008.(The Fourth Survey and Design Research Institute of CRCC. Study on advance geological forecasting in complex karst tunnels with large overburdens on Yiwan railway[R]. Wuhan:The Fourth Survey and Design Research Institute of CRCC,2008.(in Chinese)) |
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