Risk assessment of water inrush in karst shallow tunnel with stable surface water supply: Case study

被引:13
|
作者
Xu, Zengguang [1 ]
Xian, Meiting [1 ,4 ]
Li, Xiaofeng [2 ]
Zhou, Wei [3 ]
Wang, Jiaming [2 ]
Wang, Yaping [1 ]
Chai, Junrui [1 ]
机构
[1] Xian Univ Technol, State Key Lab Ecohydraul Northwest Arid Reg China, Xian 710048, Shaanxi, Peoples R China
[2] Hanjiang Weihe River Valley Water Divers Project, Xian 710010, Shaanxi, Peoples R China
[3] Shaanxi Prov Inst Resources & Elect Power Invest, Xian 710001, Shaanxi, Peoples R China
[4] Sichuan Water Resources & Hydroelect Invest & Des, Chengdu 610072, Sichuan, Peoples R China
关键词
risk assessment; water inrush; karst shallow tunnel; stable surface water supply; attribute recognition model; ATTRIBUTE RECOGNITION MODEL; TRANSMISSION TUNNEL; FAULT; PREDICTION; HAZARDS; GEREDE;
D O I
10.12989/gae.2021.25.6.495
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Water inrush generally has a serious impact on karst shallow tunnel construction. Because of in situ fault fracture zone, high degree of weathering and poor quality of rock mass,. karst shallow tunnel would therefore face high risk of water inrush from surface during the disturbance of construction. In addition, the greater the surface water flow would contribute higher probability of water inrush under the same disaster-causing environment. However, existing research has paid less attention to the influence of surface water flow on faults or fissures water inrush. In this study, a risk assessment system of water inrush in karst shallow tunnel with stable surface water supply was firstly proposed on basis of Qinling Water Conveyance Tunnel and the Yuelongmen Tunnel in China. Each indicator was quantified and classified into four risk levels by the attribute mathematics theory and analytic hierarchy process, the degree of confidence criterion was then applied to identify the risk level of the water inrush. The evaluation results were finally verified by actual scenario on site to confirm the validity of this risk assessment system in karst shallow tunnel with stable surface water supply. Accordingly, the proposed method could be popularized and applied in future tunnel projects, because it could provide safe construction reference for karst shallow overburden tunnel with stable surface water supply.
引用
收藏
页码:495 / 508
页数:14
相关论文
共 50 条
  • [1] Risk Assessment of Water Inrush in Tunnels: A Case Study of a Tunnel in Guangdong Province, China
    Zhang, Weifeng
    Zhou, Xuemin
    Wei, Wei
    Cheng, Xiaoyong
    [J]. SUSTAINABILITY, 2022, 14 (18)
  • [2] An interval risk assessment method and management of water inflow and inrush in course of karst tunnel excavation
    Wang, Xintong
    Li, Shucai
    Xu, Zhenhao
    Li, Xiaozhao
    Lin, Peng
    Lin, Chunjin
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2019, 92
  • [3] Risk assessment of water inrush in karst tunnels and software development
    Li, Liping
    Lei, Ting
    Li, Shucai
    Zhang, Qianqing
    Xu, Zhenhao
    Shi, Shaoshuai
    Zhou, Zongqing
    [J]. ARABIAN JOURNAL OF GEOSCIENCES, 2015, 8 (04) : 1843 - 1854
  • [4] Risk assessment of water inrush in karst tunnels and software development
    Liping Li
    Ting Lei
    Shucai Li
    Qianqing Zhang
    Zhenhao Xu
    Shaoshuai Shi
    Zongqing Zhou
    [J]. Arabian Journal of Geosciences, 2015, 8 : 1843 - 1854
  • [5] Uncertainty Analysis on Risk Assessment of Water Inrush in Karst Tunnels
    Hao, Yiqing
    Rong, Xiaoli
    Ma, Linjian
    Fan, Pengxian
    Lu, Hao
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2016, 2016
  • [6] Research on risk assessment system for water inrush in the karst tunnel construction based on GIS: Case study on the diversion tunnel groups of the Jinping II Hydropower Station
    Li, Xueping
    Li, Yunan
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2014, 40 : 182 - 191
  • [7] Research on water inrush mechanism induced by karst tunnel face with high risk
    Sun Mou
    Liu Wei-ning
    [J]. ROCK AND SOIL MECHANICS, 2011, 32 (04) : 1175 - 1180
  • [8] A Case Study for Escape Route Optimization after Water Inrush in a Backward Excavated Karst Tunnel
    Li, S. C.
    Wu, J.
    Xu, Z. H.
    Li, L. P.
    Huang, X.
    Xue, Y. G.
    Wang, Z. C.
    [J]. GEO-CHINA 2016: EMERGING TECHNOLOGIES IN TUNNEL ENGINEERING, MODELING, DESIGN, CONSTRUCTION, REPAIR, AND REHABILITATION, 2016, (260): : 100 - 108
  • [9] Mechanism of water inrush in tunnel construction in karst area
    Li, Liping
    Tu, Wenfeng
    Shi, Shaoshuai
    Chen, Jianxun
    Zhang, Yanhuan
    [J]. GEOMATICS NATURAL HAZARDS & RISK, 2016, 7 : 35 - 46
  • [10] Mitigation of Karst Tunnel Water Inrush during Operation in Seasonal Variation Zone: Case Study in Nanshibi Tunnel
    Lan, Xiongdong
    Zhang, Xiao
    Yin, Zhanchao
    Li, Xianghui
    Yang, Teng
    [J]. JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2021, 35 (03)