CSCD来源期刊

北大中文核心期刊

中国科技核心期刊

地学领域高质量科技期刊分级T2区（2023）

世界期刊影响力指数报告Q1区（2023）

Volume 42 Issue 2
Mar.  2023
Turn off MathJax
Article Contents
Article Navigation >  Bulletin of Geological Science and Technology  > 2023  >  42(2): 297-304
Xu Xiaochuan, Xu Guangli, Wei Wenhao, Li Yiyuan, Xue Yuan. Application of a tracing experiment in the prediction of water and mud inrush in the Wantan Tunnel[J]. Bulletin of Geological Science and Technology, 2023, 42(2): 297-304. doi: 10.19509/j.cnki.dzkq.2022.0141
Citation: Xu Xiaochuan, Xu Guangli, Wei Wenhao, Li Yiyuan, Xue Yuan. Application of a tracing experiment in the prediction of water and mud inrush in the Wantan Tunnel[J]. Bulletin of Geological Science and Technology, 2023, 42(2): 297-304. doi: 10.19509/j.cnki.dzkq.2022.0141
shu

Application of a tracing experiment in the prediction of water and mud inrush in the Wantan Tunnel

doi: 10.19509/j.cnki.dzkq.2022.0141

  • Faculty of Engineering, China University of Geosciences(Wuhan), Wuhan 430074, China

  • Received Date: 22 Sep 2021
    Abstract

  • Taking the Wantan Tunnel of Yilai Highway as the study case, the average water inflow and the water inflow in the wet season of the tunnel are calculated through field investigation, groundwater tracer experiment, groundwater flow monitoring, and atmospheric rainfall infiltration method. Meanwhile, the realistic failure process analysis(RFPA) is used to analyze the possibility of tunnel water inrush is judged. The results of field survey and tracer test show that the karst pipeline of Wantan Tunnel is a multi-branched, mixed-type karst pipeline with complicated hydrogeological conditions. The water inflow in wet season is about 4.6 times of the average tunnel water inflow. Mud failure will go through the stages of crack initiation, crack expansion, further crack expansion, and through-through failure. At the same time, when the water flow at the karst pipeline reaches about 2.7 to 3.5 times the initial value (37 248 m3/d), water gushing and mud inrush damage will occur, that is, when the flow of water outlet 2 reaches 10 000 to 13 000 m3/d, There is a very high risk of water and mud gushing in the Wantan Tunnel.

     

    • FullText(HTML)
  • loading
    • References(22)
  • [1]
    Wan F, Zhang X, Wang Z Q. Analysis on the influence of water pressure on the safety of karst tunnel lining structure[J]. IOP Conference Series: Earth and Environmental Science, 2021, 769(3): 1755-1758.
    [2]
    Wang S, Li S C, Li L P, et al. Study on early warning method for water inrush in tunnel based on fine risk evaluation and hierarchical advance forecast[J]. Geosciences, 2019, 9(9): 343-377.
    [3]
    Yuan Y C, Li S C, Zhang Q Q, et al. Risk assessment of water inrush in karst tunnels based on a modified grey evaluation model: Sample as Shangjiawan Tunnel[J]. Geomechanics and Engineering, 2016, 11(4): 493-513. doi: 10.12989/gae.2016.11.4.493
    [4]
    Dong X, Lu H, Huang H X, et al. Failure mode of the water-filled fractures under hydraulic pressure in karst tunnels[J]. Open Geosciences, 2017, 9(1): 186-196.
    [5]
    杨兵. 宜万铁路马鹿箐隧道岩溶灾害的工程处治技术[J]. 地下空间与工程学报, 2011, 7(3): 581-586. doi: 10.3969/j.issn.1673-0836.2011.03.029

    Yang B. Treatment techniques for karst disaster of Maluqing Tunnel on Yichang-Wanzhou Railway[J]. Chinese Journal of Underground Space and Engineering, 2011, 7(3): 581-586(in Chinese with English abstract). doi: 10.3969/j.issn.1673-0836.2011.03.029
    [6]
    罗明明, 周宏, 郭绪磊, 等. 峡口隧道间歇性岩溶涌突水过程及来源解析[J]. 地质科技通报, 2021, 9(1): 1-9. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202106027.htm

    Luo M M, Zhou H, Guo X L, et al. Processes and sources identification of intermittent karst water inrush in Xiakou Tunnel[J]. Bulletin of Geological Science and Technology, 2021, 9(1): 1-9(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ202106027.htm
    [7]
    李喜, 殷坤龙, 陈标典, 等. 武汉白沙洲长江两岸岩溶塌陷易发性评价与地铁建设过程中的防治对策[J]. 地质科技通报, 2020, 39(6): 121-130. doi: 10.19509/j.cnki.dzkq.2020.0612

    Li X, Yin K L, Chen B D, et al. Evaluation of susceptibility to karst collapse on both sides of the Yangtze River in Baishazhou, Wuhan and preventive measures in the process of metro construction[J]. Bulletin of Geological Science and Technology, 2020, 39(6): 121-130(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0612
    [8]
    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. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200702016.htm

    Jin X F, Xia R Y, Liang B. Analysis of bursting water source of Maluqing Tunnel, Yichang-Wanzhou Railway[J]. Hydrogeology Engineering Geology, 2007, 34(2): 71-74(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG200702016.htm
    [9]
    邬立, 万军伟, 陈刚, 等. 宜万铁路野三关隧道"8.5"突水事故成因分析[J]. 中国岩溶, 2009, 28(2): 212-218. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGYR200902024.htm

    Wu L, Wan J W, Chen G, et al. Cause of the " 8.5" water burst incident at Yesanguan Tunnel along the Yi-Wan Railway[J]. Carsologica Sinica, 2009, 28(2): 212-218(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGYR200902024.htm
    [10]
    徐红星, 邓谊明. 野三关隧道DK 124+602突水相关水文地质分析[J]. 铁道工程学报, 2010, 27(4): 29-34. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201004008.htm

    Xu H X, Deng Y M. Analysis of hydrogeology problems related to water bursting in area of DK 124+602 at Yesanguan Tunnel of Yichang-Wanzhou Railway[J]. Journal of Railway Engineering Society, 2010, 27(4): 29-34(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201004008.htm
    [11]
    付成华, 陈胜宏. 基于突变理论的地下工程洞室围岩失稳判据研究[J]. 岩土力学, 2008(1): 167-172. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200801033.htm

    Fu C H, Chen S H. Study on instability criteria of surrounding rock of underground engineering cavern based on catastrophe theory[J]. Rock and Soil Mechanics, 2008(1): 167-172(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200801033.htm
    [12]
    Wang S S, Song B L. Application of fuzzy analytic hierarchy process in sandstone aquifer water yield property evaluation[J]. Environmental Technology & Innovation, 2021(22): 1014-1020.
    [13]
    张钧帅, 汪丙国, 刘天奇. 江汉平原浅层地下水防污性能模糊综合评价与验证[J]. 地质科技通报, 2020, 39(6): 154-164. doi: 10.19509/j.cnki.dzkq.2020.0617

    Zhang J S, Wang B G, Liu T Q. Fuzzy comprehensive evaluationand its validation for shallow groundwater vulnerability in Jianghan Plain[J]. Bulletin of Geological Science and Technology, 2020, 39(6): 154-164(in Chinese with English abstract). doi: 10.19509/j.cnki.dzkq.2020.0617
    [14]
    谭松林, 黄玲, 李亚伟. 模糊层次综合评价在深埋隧道围岩质量分级中的应用[J]. 地质科技情报, 2009, 28(1): 105-108. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ200901019.htm

    Tan S L, Huang L, Li Y W. Application of fuzzy-AHP comprehensive evaluation to the quality classification of wall-rock in deep buried tunnels[J]. Geological Science and Technology Information, 2009, 28(1): 105-108(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ200901019.htm
    [15]
    Xu Y, Li B, Liu X. The rock slopes classification research of ordinary roads in Liaoning Province[J]. Advanced Materials Research, 2014(838/841): 1245-1249.
    [16]
    Aguiar G Z D, Lins L, Paulo M F D, et al. Dielectric permittivity effects in the detection of tree roots using ground-penetrating radar[J]. Journal of Applied Geophysics, 2021, 193: 1141-1150.
    [17]
    Shi L Q, Wang Y, Qiu M, et al. Application of three-dimensional high-density resistivity method in roof water advanced detection during working stope mining[J]. Arabian Journal of Geosciences, 2019, 12(15): 411-420.
    [18]
    Fu H G. Application of sodium chloride in groundwater tracer test in karst area[J]. Advances in Environmental Protection, 2020, 10(2): 223-228.
    [19]
    Zhang X W, Wang T, Cheng S G. Application of tracer test in survey of hydraulic connection between water gushing and fracture water in karst tunnel: Taking Zhongjiashan as an example[J]. Advanced Materials Research, 2014(1006/1007): 115-120.
    [20]
    曹弘, 补建伟, 潘钊, 等. 黑河上游红泥沟小流域基于溶解硅的降雨径流路径示踪[J]. 地质科技情报, 2018, 37(4): 219-224. https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201804030.htm

    Cao H, Bu J W, Pan Z, et al. Flow concentration route of precipitation based on dissolved silicon in small watershed of Hongnigou in the upper reaches of Heihe River[J]. Geological Science and Technology Information, 2018, 37(4): 219-224(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-DZKQ201804030.htm
    [21]
    田清朝, 万军伟, 黄琨, 等. 高家坪隧道岩溶水系统识别及涌水量预测[J]. 安全与环境工程, 2016, 23(5): 13-19. https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605003.htm

    Tian Q C, Wan J W, Huang K, et al. Karst water system identification and water inflow prediction in Gaojiaping Tunnel[J]. Safety and Environmental Engineering, 2016, 23(5): 13-19(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-KTAQ201605003.htm
    [22]
    罗素蓉, 承少坤, 肖建庄, 等. 纳米改性再生骨料混凝土单轴受压疲劳性能[J]. 工程力学, 2021(10): 134-144. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202110014.htm

    Luo S R, Cheng S K, Xiao J Z, et al. Fatigue behavior of nano-modified recycled aggregate concrete under uniaxial compression[J]. Engineering Mechanics, 2021(10): 134-144(in Chinese with English abstract). https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202110014.htm
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article Views(396) PDF Downloads(44) Cited by()
    Proportional views
    Related

    Copyright © 2010Editorial Department of Bulletin of Geological Science and Technology    

    Supported by: Beijing Renhe Information Technology Co., Ltd.    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return