Prediction of the Tunnel Collapse Probability Using SVR-Based Monte Carlo Simulation: A Case Study

Collapse is one of the most significant geological hazards in mountain tunnel construction, and it is crucial to accurately predict the collapse probability. By introducing the reliability theory, this paper proposes a calculation method for the collapse probability in mountain tunnel construction b...

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Bibliographic Details
Main Authors: Li, H. (Author), Liu, G. (Author), Meng, G. (Author), Wu, B. (Author), Ye, H. (Author), Zuo, Y. (Author)
Format: Article
Language:English
Published: MDPI 2023
Subjects:
Online Access:View Fulltext in Publisher
View in Scopus
LEADER 02322nam a2200265Ia 4500
001 10.3390-su15097098
008 230529s2023 CNT 000 0 und d
020 |a 20711050 (ISSN) 
245 1 0 |a Prediction of the Tunnel Collapse Probability Using SVR-Based Monte Carlo Simulation: A Case Study 
260 0 |b MDPI  |c 2023 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/su15097098 
856 |z View in Scopus  |u https://www.scopus.com/inward/record.uri?eid=2-s2.0-85159362388&doi=10.3390%2fsu15097098&partnerID=40&md5=b019cf2bf87c5a2982592788541b2e38 
520 3 |a Collapse is one of the most significant geological hazards in mountain tunnel construction, and it is crucial to accurately predict the collapse probability. By introducing the reliability theory, this paper proposes a calculation method for the collapse probability in mountain tunnel construction based on numerical simulation, support vector regression (SVR), and the Monte Carlo (MC) method. Taking the Jinzhupa Tunnel Project in Fujian Province as a case study, three-dimensional models were constructed, and the safety factors of the surrounding rock were determined using the strength reduction method. By defining the shear strength parameters of the surrounding rock as random variables, the problem was formulated as a reliability model, and the safety factor was chosen as the reliability index. To increase computational efficiency, the SVR model was trained to replace numerical simulations, and the MC method was adopted to calculate the probability of collapse. The results showed that the cause of the collapse was the change in the excavation method and the very late installation of supports. The feasibility and reliability of the proposed method have been verified, indicating that the method can be used to predict the probability of collapse in a practical risk assessment of mountain tunnel construction. © 2023 by the authors. 
650 0 4 |a collapse risk assessment 
650 0 4 |a Monte Carlo method 
650 0 4 |a mountain tunnel 
650 0 4 |a reliability theory 
650 0 4 |a support vector regression 
700 1 0 |a Li, H.  |e author 
700 1 0 |a Liu, G.  |e author 
700 1 0 |a Meng, G.  |e author 
700 1 0 |a Wu, B.  |e author 
700 1 0 |a Ye, H.  |e author 
700 1 0 |a Zuo, Y.  |e author 
773 |t Sustainability (Switzerland)