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Chengyong Cao ORCID

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. Sun, Xiaohe / Shi, Chenghua / Xiao, Guoqing / Ge, Yangyang / Cao, Chengyong (2024): A novel tunnel waterproof-drainage system based on double-bonded waterproofing materials and its seepage characteristics. Dans: Frontiers of Structural and Civil Engineering, v. 18, n. 9 (août 2024).

    https://doi.org/10.1007/s11709-024-1100-4

  2. Liu, Ning / Wan, Yonghao / Cao, Chengyong / Liu, Xiangyuan (2022): Innovative solutions for layout planning and implementation of a metro station and its accessory structures in mountainous cities, China. Dans: Tunnelling and Underground Space Technology, v. 129 (novembre 2022).

    https://doi.org/10.1016/j.tust.2022.104670

  3. 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

  4. 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

  5. Liu, Ning / Pei, Junhao / Cao, Chengyong / Liu, Xiangyuan / Huang, Yixiong / Mei, Guoxiong (2022): Geological investigation and treatment measures against water inrush hazard in karst tunnels: A case study in Guiyang, southwest China. Dans: Tunnelling and Underground Space Technology, v. 124 (juin 2022).

    https://doi.org/10.1016/j.tust.2022.104491

  6. 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

  7. 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

  8. 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

  9. Ye, Yichao / Peng, Limin / Yang, Weichao / Zou, Yang / Cao, Chengyong (2020): Calculation of Friction Force for Slurry Pipe Jacking considering Soil-Slurry-Pipe Interaction. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).

    https://doi.org/10.1155/2020/6594306

  10. Liu, Jianwen / Shi, Chenghua / Lei, Mingfeng / Cao, Chengyong / Lin, Yuexiang (2020): Improved analytical method for evaluating the responses of a shield tunnel to adjacent excavations and its application. Dans: Tunnelling and Underground Space Technology, v. 98 (avril 2020).

    https://doi.org/10.1016/j.tust.2020.103339

  11. Lei, Mingfeng / Liu, Linghui / Lin, Yuexiang / Shi, Chenghua / Yang, Weichao / Cao, Chengyong / Liu, Yao (2019): Research Progress on Stability of Slurry Wall Trench of Underground Diaphragm Wall and Design Method of Slurry Unit Weight. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/3965374

  12. Cao, Chengyong / Shi, Chenghua / Liu, Linghui / Liu, Jianwen / Lei, Mingfeng / Lin, Yuexiang / Ye, Yichao (2019): Novel Excavation and Construction Method for a Deep Shaft Excavation in Ultrathick Aquifers. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/1827479

  13. Shi, Chenghua / Cao, Chengyong / Lei, Mingfeng (2016): An analysis of the ground deformation caused by shield tunnel construction combining an elastic half-space model and stochastic medium theory. Dans: KSCE Journal of Civil Engineering, v. 21, n. 5 (août 2016).

    https://doi.org/10.1007/s12205-016-0804-y

  14. Shi, Chenghua / Long, Min / Cao, Chengyong / Long, Guangcheng / Lei, Mingfeng (2016): Mechanical property test and analytical method for Reactive Powder Concrete columns under eccentric compression. Dans: KSCE Journal of Civil Engineering, v. 21, n. 4 (juillet 2016).

    https://doi.org/10.1007/s12205-016-1524-z

  15. Cao, Chengyong / Shi, Chenghua / Lei, Mingfeng / Peng, Limin / Bai, Ruxue (2017): Deformation Characteristics and Countermeasures of shallow and Large-span Tunnel Under-crossing the Existing Highway in Soft Soil: a Case Study. Dans: KSCE Journal of Civil Engineering, v. 22, n. 8 (novembre 2017).

    https://doi.org/10.1007/s12205-017-1586-6

  16. Cao, Chengyong / Shi, Chenghua / Lei, Mingfeng / Yang, Weichao / Liu, Jianwen (2018): Squeezing failure of tunnels: A case study. Dans: Tunnelling and Underground Space Technology, v. 77 (juillet 2018).

    https://doi.org/10.1016/j.tust.2018.04.007

  17. Shi, Chenghua / Cao, Chengyong / Lei, Mingfeng (2017): Construction technology for a shallow-buried underwater interchange tunnel with a large span. Dans: Tunnelling and Underground Space Technology, v. 70 (novembre 2017).

    https://doi.org/10.1016/j.tust.2017.09.009

  18. Shi, Chenghua / Cao, Chengyong / Lei, Mingfeng / Peng, Limin / Ai, Huijun (2016): Effects of lateral unloading on the mechanical and deformation performance of shield tunnel segment joints. Dans: Tunnelling and Underground Space Technology, v. 51 (janvier 2016).

    https://doi.org/10.1016/j.tust.2015.10.033

  19. Shi, Chenghua / Cao, Chengyong / Lei, Mingfeng / Peng, Limin / Shen, Jiajia (2015): Time-dependent performance and constitutive model of EPDM rubber gasket used for tunnel segment joints. Dans: Tunnelling and Underground Space Technology, v. 50 (août 2015).

    https://doi.org/10.1016/j.tust.2015.09.004

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