Three-dimensional pseudo-dynamic reliability analysis of seismic shield tunnel faces combined with sparse polynomial chaos expansion
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11771-024-5698-0.pdf
Reference69 articles.
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2. XIE Jian-nan, LI Peng-fei, ZHANG M, et al. Analytical investigation of the shield-soil rotary friction on tunnelling-induced ground mechanical reactions [J]. Computers and Geotechnics, 2024, 165: 105922. DOI: https://doi.org/10.1016/j.compgeo.2023.105922.
3. GAO Xiao-jing, LI Peng-fei, ZHANG Ming-ju, et al. Effect of local openings on bearing behavior and failure mechanism of shield tunnel segments [J]. Underground Space, 2024, 16: 183–205. DOI: https://doi.org/10.1016/j.undsp.2023.10.006.
4. DI Qi-guang, LI Peng-fei, ZHANG Ming-ju, et al. Experimental study on stress distribution characteristics of a shield tunnel under passive failure [J]. Engineering Failure Analysis, 2023, 154: 107725. DOI: https://doi.org/10.1016/j.engfailanal.2023.107725.
5. LI Peng-fei, CUI Xiao-pu, XIA Jun-wei, et al. Analytical solutions of limit support pressure and vertical earth pressure on cutting face for tunnels [J]. Underground Space, 2023, 12: 65–78. DOI: https://doi.org/10.1016/j.undsp.2023.02.004.
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