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Chengyong Cao ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: Frontiers of Structural and Civil Engineering, v. 18, n. 9 (August 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. In: Tunnelling and Underground Space Technology, v. 129 (November 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. In: Tunnelling and Underground Space Technology, v. 126 (August 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. In: Engineering Failure Analysis, v. 123 (May 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. In: Tunnelling and Underground Space Technology, v. 124 (June 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. In: Tunnelling and Underground Space Technology, v. 125 (July 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. In: Tunnelling and Underground Space Technology, v. 124 (June 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. In: Tunnelling and Underground Space Technology, v. 113 (July 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. In: Advances in Civil Engineering, v. 2020 (January 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. In: Tunnelling and Underground Space Technology, v. 98 (April 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. In: 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. In: 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. In: KSCE Journal of Civil Engineering, v. 21, n. 5 (August 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. In: KSCE Journal of Civil Engineering, v. 21, n. 4 (July 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. In: KSCE Journal of Civil Engineering, v. 22, n. 8 (November 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. In: Tunnelling and Underground Space Technology, v. 77 (July 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. In: Tunnelling and Underground Space Technology, v. 70 (November 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. In: Tunnelling and Underground Space Technology, v. 51 (January 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. In: Tunnelling and Underground Space Technology, v. 50 (August 2015).

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

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