Dynamic selection of optimal tunnel convergence prediction model for a probabilistic deformation prediction

Objective In high geostress or complex geological conditions, tunnel convergence frequently exceeds the threshold, resulting in damage to support structures and, in extreme cases, tunnel collapse. Accurately predicting the deformation trend and convergence of surrounding rock during tunnel construct...

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Published in地质科技通报 Vol. 43; no. 6; pp. 15 - 25
Main Authors Peng ZENG, Zhiqiang ZHANG, Tianbin LI, Hao Tang, Zulong YAN, Lubo MENG
Format Journal Article
LanguageChinese
Published Editorial Department of Bulletin of Geological Science and Technology 01.11.2024
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ISSN2096-8523
DOI10.19509/j.cnki.dzkq.tb20240187

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Summary:Objective In high geostress or complex geological conditions, tunnel convergence frequently exceeds the threshold, resulting in damage to support structures and, in extreme cases, tunnel collapse. Accurately predicting the deformation trend and convergence of surrounding rock during tunnel construction is crucial to ensuring the safety of workers and improving construction efficiency. Traditional single prediction models struggle to adapt to the dynamic nature of tunnel convergence, limiting their predictive accuracy. Methods To address this, this study introduces a dynamic prediction model for tunnel convergence based on continuous Bayesian updating and an optimal model selection strategy. Utilizing real-time monitoring data of tunnel convergence deformation, the parameters in three empirical models are continuously updated and refined. The optimal model is then selected to predict the final convergence deformation of the surrounding rock and quantify its associated uncertainty. Results The model was tested
ISSN:2096-8523
DOI:10.19509/j.cnki.dzkq.tb20240187