ORIGINAL RESEARCH
Fuzzy Attribute Interval Modeling for Risk
Evaluation of Water Inrush in Deep and Long
Tunnels and Engineering Applications
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1
Beijing Urban Construction Design and Development Group Co., Ltd., Beijing 100037, China
2
Beijing Urban Construction Group Co., Ltd., Beijing 100088, China
3
Beijing Urban Construction Rail Transit Construction Engineering Co., Ltd., Beijing 100088, China
Submission date: 2023-11-04
Final revision date: 2024-01-07
Acceptance date: 2024-03-14
Online publication date: 2024-10-21
Corresponding author
Pinglin Jiang
Beijing Urban Construction Design and Development Group Co., Ltd., Beijing 100037, China
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ABSTRACT
Water inrush is one of the most frequent and harmful geological hazards during tunnel construction,
especially in deep-buried and long tunnels. Given the complexity and uncertainty of the geological
conditions along the deep-buried and long tunnels, a small-scale mathematical interval is used to
quantify the evaluation indices rather than a certain value, and an attribute interval assessment method
for tunnel water inrush is proposed. Firstly, considering the hazard-pregnant and hazard-causing
factors of water inrush occurrence, the formation lithology, unfavorable geology, groundwater level,
topography and geomorphology, attitude of rock formation, contact zone of dissolvable and insoluble
rocks, and layer and interlayer fissures are selected as the evaluation indices. Then, the single-index
attribute measure functions are constructed to calculate the upper and lower limits of each evaluation
index belonging to the four risk levels. The fusion function of multi-index attribute measure intervals
is established, and the most probable risk level is identified. Meanwhile, a new comprehensive
weighting method for risk assessment of tunnel water inrush is presented by combining the frequency
statistics method and triangular fuzzy number theory-analytic hierarchy process (TFN-AHP). Finally,
the proposed method is applied to the Yunwushan Tunnel. The evaluation results agree well with
the actual situation, which verifies the practicality and feasibility of this method and provides a basis
for the risk control of geological hazards in tunnel engineering.