Abstract
This paper aims to propose a probabilistic approach to evaluate tunnel safety considering anchoring-grouting effect and arch failure mechanism based on mechanical analysis, machine learning and reliability calculation. Cohesion and internal friction angle of rock mass influenced by grouting, bolt preload and bolt layout are deduced based on Mohr–Coulomb criterion. Test inversion analysis has achieved promising results. Hence, the coupling model of reinforced and unreinforced rock mass is constructed to obtain the ground reaction curve. The support characteristic curve of different kinds of supporting arches are investigated based on numerical simulation which highlights the influence of structural buckling. Thereafter, a case study based on a deep tunnel in loosening rock mass is investigated to study the rock-support interaction and to evaluate engineering reliability. The research results provide insights into the design of tunnel support schemes through the viewpoint of convergence-confinement method and statistical analysis, which provides basis for safety design in tunnel excavation.
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Acknowledgements
This work was supported by the China Scholarship Council (No. 202006220157), the Open Foundation by Anhui Province Engineering Technology Research Center of Urban Construction and Underground Space (APETRC-2020-2), the Doctoral Research Foundation of Shandong Jianzhu University (Grant/Award No.: XNBS20106) and the Foundation of China State Key Laboratory of High-speed Rail Technology (Grant/Award No.: 2020YJ109).
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Lu, W., Wang, L., Song, K. et al. Safety Evaluation of Anchoring-Grouting Rock-Support Interaction in Deep Underground Excavation Based on Support Vector Machine Learning. Iran J Sci Technol Trans Civ Eng 46, 3805–3817 (2022). https://doi.org/10.1007/s40996-021-00814-5
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DOI: https://doi.org/10.1007/s40996-021-00814-5