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Publicité

Zuxian Wang

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Wang, Zuxian / Shi, Chenghua / Chen, Haiyong / Lei, Mingfeng (2024): Probabilistic evaluation for excavation-induced longitudinal responses of existing shield tunnel in spatially random soils. Dans: Computers and Geotechnics, v. 167 (mars 2024).

    https://doi.org/10.1016/j.compgeo.2024.106110

  2. Wang, Zuxian / Shi, Chenghua / Gong, Chenjie / Lei, Mingfeng / Liu, Jianwen / Cao, Chengyong (2022): An enhanced analytical model for predicting the nonlinear longitudinal equivalent bending stiffness of shield tunnels incorporating combined N-M actions. Dans: Tunnelling and Underground Space Technology, v. 126 (août 2022).

    https://doi.org/10.1016/j.tust.2022.104567

  3. Liu, Jianwen / Shi, Chenghua / Lei, Mingfeng / Wang, Zuxian / Cao, Chengyong / Lin, Yuexiang (2021): A study on damage mechanism modelling of shield tunnel under unloading based on damage–plasticity model of concrete. Dans: Engineering Failure Analysis, v. 123 (mai 2021).

    https://doi.org/10.1016/j.engfailanal.2021.105261

  4. Liu, Jianwen / Shi, Chenghua / Gong, Chenjie / Lei, Mingfeng / Wang, Zuxian / Peng, Zhu / Cao, Chengyong (2022): Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model. Dans: Tunnelling and Underground Space Technology, v. 125 (juillet 2022).

    https://doi.org/10.1016/j.tust.2022.104510

  5. Shi, Chenghua / Wang, Zuxian / Gong, Chenjie / Liu, Jianwen / Peng, Zhu / Cao, Chengyong (2022): Prediction of the additional structural response of segmental tunnel linings induced by asymmetric jack thrusts. Dans: Tunnelling and Underground Space Technology, v. 124 (juin 2022).

    https://doi.org/10.1016/j.tust.2022.104471

  6. Liu, Jianwen / Shi, Chenghua / Wang, Zuxian / Lei, Mingfeng / Zhao, Dan / Cao, Chengyong (2021): Damage mechanism modelling of shield tunnel with longitudinal differential deformation based on elastoplastic damage model. Dans: Tunnelling and Underground Space Technology, v. 113 (juillet 2021).

    https://doi.org/10.1016/j.tust.2021.103952

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