ORIGINAL RESEARCH
Risk Assessment of Water Inrush in Karst Tunnels
Based on the Ideal Point Method
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1
State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, China
2
Civil, Architectural, and Environmental Engineering Department, Missouri University of Science
and Technology, Rolla, MO, USA
3
Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA, USA
4
School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, China
Submission date: 2017-10-24
Final revision date: 2017-12-20
Acceptance date: 2018-02-10
Online publication date: 2018-08-31
Publication date: 2018-12-20
Corresponding author
Yingchao Wang
China university of mining & technology, Daxue road 1, 221116 Xuzhou, China
Pol. J. Environ. Stud. 2019;28(2):901-911
KEYWORDS
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ABSTRACT
Water inrush is one of the typical geological hazards in the construction of high-risk tunnels,
and has caused severe losses. To predict water inrush accurately, a novel model was put forward for karst
tunnels in the present study. The ideal point method coupled with the analytic hierarchy process method
(AHP) was applied for risk assessment of water inrush. First, the ideal point method was introduced as
a brand-new way to predict the risk level of water inrush. Second, the water inrush risk in karst tunnels
was discussed in terms of influencing factors. With the consideration of karst hydrological and
engineering geological conditions, seven key factors were selected as evaluation indices, including
formation lithology, unfavorable geological conditions, groundwater level, landform and physiognomy,
modified strata inclination, contact zones of dissolvable and insoluble rock, and layer and interlayer
fissures. Then the ideal point method was used to deal with the multiple evaluation indices to determine
the ideal point and the anti-ideal point. Meanwhile, the analytic hierarchy process method (AHP)
was applied to determine the weight coefficient of each evaluation index. Thus, the minkowski distances
respectively for the ideal point and the anti-ideal point were calculated. Based on the discriminant
analysis theory, the closeness degrees to the ideal points were brought out to specify the risk level
of water inrush. Finally, the proposed model was applied to a typical deep-buried karst tunnel: Jigongling
Tunnel in China. The obtained results were compared with the results of the relevant methods and
the practical findings, and reasonable agreements could validate the presented approach. The obtained
results not only provide guidance for the construction of high-risk tunnels, but also bring out an alternative
way for risk assessment of water inrush.
CONFLICT OF INTEREST
The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
CITATIONS (11):
1.
Study on the seepage characteristics of deep buried tunnels under variable high-pressure water heads
Yingchao Wang, Zhaoyang Li, Hongwen Jing, Yabo Li, Mitian Wang
Bulletin of Engineering Geology and the Environment
2.
Risk assessment of floor water inrush in coal mines based on MFIM-TOPSIS variable weight model
Guan-da Zhang, Yi-guo Xue, Cheng-hao Bai, Mao-xin Su, Kai Zhang, Yu-fan Tao
Journal of Central South University
3.
A true triaxial geomechanical model test apparatus for studying the precursory information of water inrush from impermeable rock mass failure
Weimin Yang, Meixia Wang, Zongqing Zhou, Liping Li, Yongcai Yuan, Chenglu Gao
Tunnelling and Underground Space Technology
4.
Construction Safety Risks of Metro Tunnels Constructed by the Mining Method in Wuhan City, China: A Structural Equation Model-Fuzzy Cognitive Map Hybrid Method
Qiankun Wang, Zhihua Xiong, Ke Zhu, Peiwen Guo
Buildings
5.
Risk assessment of water inrush caused by karst cave in tunnels based on reliability and GA-BP neural network
Zhaoyang Li, Yingchao Wang, C. Guney Olgun, Shengqi Yang, Qinglei Jiao, Mitian Wang
Geomatics, Natural Hazards and Risk
6.
Data-driven RSM-MOPSO-IPM for multi-objective optimization of electric heating pavement operation strategy: Balancing snow-melting efficiency and thermal stress mitigation
Zipeng Ma, Haibin Wei, Dongsheng Wei, Heting Wei
Applied Thermal Engineering
7.
Multiobjective-Based Decision-Making for the Optimization of an Urban Passenger Traffic System Structure
Wenhui Zhang, Yajing Song, Ge Zhou, Ziwen Song, Cong Xi
Sustainability
8.
Water–rock two-phase flow model for water inrush and instability of fault rocks during mine tunnelling
Dan Ma, Hongyu Duan, Qiang Li, Jiangyu Wu, Wen Zhong, Zhen Huang
International Journal of Coal Science & Technology
9.
Computational and Experimental Simulations in Engineering
Shuailong Zhang, Changfu Huang, Jianwang Li, Xiangsheng Chen
10.
Analysis and optimization design of submarine tunnels crossing fault fracture zones based on numerical simulation
Yiguo Xue, Guangkun Li, Xiukai Wang, Weimin Yang, Daohong Qiu, Maoxin Su
Marine Georesources & Geotechnology
11.
Interrelations between sea hub ports and inland hinterlands: Perspectives of multimodal freight transport organization and low carbon emissions
Chuanzhong Yin, Yuanding Ke, Jihong Chen, Mi Liu
Ocean & Coastal Management