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Tongming Qu 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. Wang, Haibo / Wang, Fuming / Guo, Chengchao / Qin, Lei / Liu, Jun / Qu, Tongming (2025): Experimental investigation on the failure characteristic and synergistic load-bearing mechanism of multi-layer linings for deep soft rock tunnels. Dans: Underground Space, v. 20 (février 2025).

    https://doi.org/10.1016/j.undsp.2024.06.004

  2. Wang, Shuying / Zhong, Jiazheng / Qu, Tongming / Zhou, Zihao / Ni, Zhunlin / Zheng, Xiangcou (2024): A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9129

  3. Wang, Shuying / Yuan, Xiao / Qu, Tongming (2024): Machine learning–informed soil conditioning for mechanized shield tunneling. Dans: Computer-Aided Civil and Infrastructure Engineering, v. 39, n. 17 (17 août 2024).

    https://doi.org/10.1111/mice.13152

  4. Wang, Shuying / Feng, Zhiyao / Qu, Tongming / Huang, Shuo / Zheng, Xiangcou (2023): Effect of water head on the permeability of foam-conditioned sands: Experimental and analytical investigation. Dans: Soils and Foundations, v. 63, n. 6 (décembre 2023).

    https://doi.org/10.1016/j.sandf.2023.101404

  5. Wang, Shuying / Zhan, Yongjie / Qu, Tongming / Qiu, Tong / Wang, Haibo (2023): Effect of Gradation on Undrained Compressibility of Foam-Conditioned Coarse-Grained Soils. Dans: International Journal of Geomechanics, v. 23, n. 7 (juillet 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8163

  6. Wang, Shuying / Ni, Zhunlin / Qu, Tongming / Wang, Haibo / Pan, Qiujing (2022): A Novel Index to Evaluate the Workability of Conditioned Coarse-Grained Soil for EPB Shield Tunnelling. Dans: Journal of Construction Engineering and Management, v. 148, n. 6 (juin 2022).

    https://doi.org/10.1061/(asce)co.1943-7862.0002287

  7. Wang, Haibo / Wang, Shuying / Zhong, Jiazheng / Qu, Tongming / Liu, Zhengri / Xu, Tao / Liu, Pengfei (2021): Undrained compressibility characteristics and pore pressure calculation model of foam-conditioned sand. Dans: Tunnelling and Underground Space Technology, v. 118 (décembre 2021).

    https://doi.org/10.1016/j.tust.2021.104161

  8. Wang, Shuying / Qu, Tongming / Fang, Yong / Fu, Jinyang / Yang, Junsheng (2019): Stress Responses Associated with Earth Pressure Balance Shield Tunneling in Dry Granular Ground Using the Discrete-Element Method. Dans: International Journal of Geomechanics, v. 19, n. 7 (juillet 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001434

  9. Hu, Qinxin / Wang, Shuying / Qu, Tongming / Xu, Tao / Huang, Shuo / Wang, Haibo (2020): Effect of hydraulic gradient on the permeability characteristics of foam-conditioned sand for mechanized tunnelling. Dans: Tunnelling and Underground Space Technology, v. 99 (mai 2020).

    https://doi.org/10.1016/j.tust.2020.103377

  10. Qu, Tongming / Wang, Shuying / Hu, Qinxin (2019): Coupled Discrete Element-Finite Difference Method for Analysing Effects of Cohesionless Soil Conditioning on Tunneling Behaviour of EPB Shield. Dans: KSCE Journal of Civil Engineering, v. 23, n. 10 (août 2019).

    https://doi.org/10.1007/s12205-019-0473-8

  11. Qu, Tongming / Wang, Shuying / Fu, Jinyang / Hu, Qinxin / Zhang, Xuemin (2019): Numerical Examination of EPB Shield Tunneling–Induced Responses at Various Discharge Ratios. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 3 (juin 2019).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001300

  12. Wang, Shuying / Liu, Pengfei / Qu, Tongming / Fu, Jinyang / Zhou, Jinqiang (2018): Performance of Supporting Structures of a Single-Floor Three-Span Metro Station during Column-Drift Tunneling in Dry Sandy Ground. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 32, n. 3 (juin 2018).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001166

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