
Shibin YAO, Jian ZHOU, Biao HE, Chuanqi LI. Evaluating and predicting tunnel overbreak by integrating cloud modeling and fuzzy evaluation theory[J]. Journal of Zhejiang University Science A, 2026, 27(10): 1153-1168.
@article{title="Evaluating and predicting tunnel overbreak by integrating cloud modeling and fuzzy evaluation theory",
author="Shibin YAO, Jian ZHOU, Biao HE, Chuanqi LI",
journal="Journal of Zhejiang University Science A",
volume="27",
number="10",
pages="1153-1168",
year="2026",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2500581"
}
%0 Journal Article
%T Evaluating and predicting tunnel overbreak by integrating cloud modeling and fuzzy evaluation theory
%A Shibin YAO
%A Jian ZHOU
%A Biao HE
%A Chuanqi LI
%J Journal of Zhejiang University SCIENCE A
%V 27
%N 10
%P 1153-1168
%@ 1673-565X
%D 2026
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2500581
TY - JOUR
T1 - Evaluating and predicting tunnel overbreak by integrating cloud modeling and fuzzy evaluation theory
A1 - Shibin YAO
A1 - Jian ZHOU
A1 - Biao HE
A1 - Chuanqi LI
J0 - Journal of Zhejiang University Science A
VL - 27
IS - 10
SP - 1153
EP - 1168
%@ 1673-565X
Y1 - 2026
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2500581
Abstract: Tunnel overbreak is a common but unfavorable phenomenon in drill-and-blast excavation, leading to increased construction costs, delayed schedules, and potential stability risks. Accurate evaluation and prediction of overbreak are therefore important for tunnel construction control. In this paper, we propose a cloud-model-based comprehensive evaluation and prediction framework developed by integrating fuzzy evaluation theory with subjective and objective weighting methods. A dataset containing 523 records from the HuXiTai (HXT) Tunnel was used, and seven routinely obtainable geological and blasting indicators were selected to construct the evaluation system. Eight weighting strategies were compared, including conventional objective methods, expert judgment, and a ridge-regression-based objective method. The best-performing objective weights were further combined with subjective weights to establish the final comprehensive evaluation model. The results show that the proposed model achieved an overbreak evaluation accuracy of 85.28%. In addition, the comprehensive evaluation score showed a strong linear relationship with the measured overbreak area, yielding a prediction coefficient of determination (R2) of 0.85. The cloud model representation further enabled intuitive visualization of overbreak risk levels and transitional characteristics between adjacent grades. Overall, the proposed framework provides a practical and interpretable tool for overbreak risk evaluation and quantitative prediction in tunnel blasting construction.
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CLC number:
On-line Access: 2026-11-04
Received: 2025-11-13
Revision Accepted: 2026-05-02
Crosschecked: 0000-00-00
Cited: 0
Clicked: 763
Citations: Bibtex RefMan EndNote GB/T7714
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