Technical Papers
Jul 14, 2022

Coupling Analysis of Tunnel Construction Risk in Complex Geology and Construction Factors

Publication: Journal of Construction Engineering and Management
Volume 148, Issue 9

Abstract

Generally, multiple risk factors are involved in tunnel construction accidents. Therefore, it is of particular importance to evaluate the mechanisms of multifactor risks and measure coupling risks in tunnel construction safety. Tunnel construction risk components under complex geology and construction factors were investigated using 101 tunnel construction accidents as examples. N-K and coupling degree models were introduced for tunnel construction risk analyses to calculate the coupling degrees of each component of single-factor and two-factor risk coupling models, respectively. Meanwhile, the correlation mechanism between tunnel construction risk value and each risk component was analyzed. The obtained results indicated that the coupling risk of complex geology and construction factors was greater than that of two factors independently, and a strong coupling relationship was witnessed between complex geology and construction factors. Strong coupling resulted in a sharp risk increase or sudden coupling change, which caused risk expansion and even generated new risks. This method provided a theoretical basis for the tunnel construction risk coupling mechanism.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant Nos. 52178393 and 51578447), the Shanxi Province housing and rural construction division of the project (Grant No. 2019-k39), and the Innovation Capability Support Plan of Shaanxi Province–Innovation Team (Grant No. 2020TD-005).

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Journal of Construction Engineering and Management
Volume 148Issue 9September 2022

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Received: Sep 28, 2021
Accepted: May 3, 2022
Published online: Jul 14, 2022
Published in print: Sep 1, 2022
Discussion open until: Dec 14, 2022

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Master’s Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Zhanping Song, Ph.D. [email protected]
Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shaanxi 710055, China (corresponding author). Email: [email protected]
Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China. Email: [email protected]
Yuwei Zhang, Ph.D. [email protected]
Lecturer, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an 710055, China; Shaanxi Key Laboratory of Geotechnical and Underground Space Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shaanxi 710055, China. Email: [email protected]
Senior Engineer, China Road and Bridge Engineering Co., LTD., 1008, No. 88 c, Anding Men Wai Dajie, Dongcheng District, Beijing 100011, China. Email: [email protected]

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