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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. Zhao, Jinqiao / Ou, Qiang / Liu, Xuecheng / Zheng, Changjie / Ding, Xuanming (2024): Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation. Dans: International Journal of Geomechanics, v. 24, n. 7 (juillet 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9408

  2. Zheng, Changjie / He, Yuze / Kouretzis, George / Ding, Xuanming (2023): Vertical vibration of rigid strip footings on poroelastic soil layer of finite thickness. Dans: Soil Dynamics and Earthquake Engineering, v. 168 (mai 2023).

    https://doi.org/10.1016/j.soildyn.2023.107836

  3. Zheng, Changjie / Ding, Xuanming / Sun, Yifei (2016): Vertical Vibration of a Pipe Pile in Viscoelastic Soil Considering the Three-Dimensional Wave Effect of Soil. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000529

  4. Ding, Xuanming / Zhang, Yanling / Wu, Qi / Chen, Zhixiong / Wang, Chenglong (2021): Shaking table tests on the seismic responses of underground structures in coral sand. Dans: Tunnelling and Underground Space Technology, v. 109 (mars 2021).

    https://doi.org/10.1016/j.tust.2020.103775

  5. Zheng, Changjie / Gan, Shishun / Kouretzis, George / Ding, Xuanming / Luan, Lubao (2020): Vertical vibration of a large diameter pile partially-embedded in poroelastic soil. Dans: Soil Dynamics and Earthquake Engineering, v. 139 (décembre 2020).

    https://doi.org/10.1016/j.soildyn.2020.106211

  6. Zhang, Wengang / Han, Liang / Feng, Li / Ding, Xuanming / Wang, Lin / Chen, Zhixiong / Liu, Hanlong / Aljarmouzi, Ashraf / Sun, Weixin (2020): Study on seismic behaviors of a double box utility tunnel with joint connections using shaking table model tests. Dans: Soil Dynamics and Earthquake Engineering, v. 136 (septembre 2020).

    https://doi.org/10.1016/j.soildyn.2020.106118

  7. Zheng, Changjie / Liu, Hanlong / Ding, Xuanming / Kouretzis, George P. / Sheng, Daichao (2016): Three-Dimensional Effects in Low-Strain Integrity Testing of Large Diameter Pipe Piles. Dans: Journal of Engineering Mechanics (ASCE), v. 142, n. 9 (septembre 2016).

    https://doi.org/10.1061/(asce)em.1943-7889.0001117

  8. Ding, Xuanming / Liu, Hanlong / Liu, Jinyuan / Chen, Yumin (2011): Wave Propagation in a Pipe Pile for Low-Strain Integrity Testing. Dans: Journal of Engineering Mechanics (ASCE), v. 137, n. 9 (septembre 2011).

    https://doi.org/10.1061/(asce)em.1943-7889.0000263

  9. Ding, Xuanming / Fan, Yuming / Li, Ping / Kong, Gangqiang (2016): Vertical Dynamic Response of a Concrete Filled Steel Tube due to Transient Impact Load: Analytical Solution. Dans: International Journal of Structural Stability and Dynamics, v. 16, n. 1 (janvier 2016).

    https://doi.org/10.1142/s0219455416400149

  10. Ding, Xuanming / Fan, Yuming / Kong, Gangqiang / Zheng, Changjie (2014): Wave propagation in a concrete filled steel tubular column due to transient impact load. Dans: Steel and Composite Structures, v. 17, n. 6 (décembre 2014).

    https://doi.org/10.12989/scs.2014.17.6.891

  11. Zheng, Changjie / Kouretzis, George P. / Sloan, Scott W. / Liu, Hanlong / Ding, Xuanming (2015): Vertical vibration of an elastic pile embedded in poroelastic soil. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).

    https://doi.org/10.1016/j.soildyn.2015.05.010

  12. Ding, Xuanming / Liu, Hanlong / Chu, Jian / Cheng, Ke (2015): Time-domain solution for transient dynamic response of a large-diameter thin-walled pipe pile. Dans: Earthquake Engineering and Engineering Vibration, v. 14, n. 2 (juin 2015).

    https://doi.org/10.1007/s11803-015-0020-7

  13. Zheng, Changjie / Hua, Jianmin / Ding, Xuanming (2016): Torsional vibration of a pipe pile in transversely isotropic saturated soil. Dans: Earthquake Engineering and Engineering Vibration, v. 15, n. 3 (septembre 2016).

    https://doi.org/10.1007/s11803-016-0340-2

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