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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. Xu, Bin / Liu, Xinrong / Zhou, Xiaohan / Liang, Yue / Cai, Ping / Han, Yafeng / Tu, Yiliang / Deng, Zhiyun / Xie, Yingkun / Huang, Junhui (2024): Investigation of the Dynamic Response Pattern and Instability Mechanism of a Bedding Rock Slope Subjected to Frequent Seismic Loads. Dans: International Journal of Geomechanics, v. 24, n. 7 (juillet 2024).

    https://doi.org/10.1061/ijgnai.gmeng-8834

  2. Liu, Xinrong / Han, Yafeng / Li, Dongliang / Tu, Yiliang / Deng, Zhiyun / Yu, Chuntao / Wu, Xiangchao (2019): Anti-pull mechanisms and weak interlayer parameter sensitivity analysis of tunnel-type anchorages in soft rock with underlying weak interlayers. Dans: Engineering Geology, v. 253 (avril 2019).

    https://doi.org/10.1016/j.enggeo.2019.03.012

  3. Deng, Zhiyun / Liu, Xinrong / Liu, Yongquan / Liu, Shulin / Han, Yafeng / Liu, Jinhui / Tu, Yiliang (2020): Model test and numerical simulation on the dynamic stability of the bedding rock slope under frequent microseisms. Dans: Earthquake Engineering and Engineering Vibration, v. 19, n. 4 (octobre 2020).

    https://doi.org/10.1007/s11803-020-0604-8

  4. Wang, Sui / Zhong, Zuliang / Liu, Xinrong / Tu, Yiliang (2019): Influences of Principal Stress Rotation on the Deformation of Saturated Loess under Traffic Loading. Dans: KSCE Journal of Civil Engineering, v. 23, n. 5 (mars 2019).

    https://doi.org/10.1007/s12205-019-0474-7

  5. Li, Chao / Zhong, Zuliang / Liu, Xinrong / Tu, Yiliang / He, Guannan (2019): Numerical simulation for an estimation of the jacking force of ultra-long-distance pipe jacking with frictional property testing at the rock mass–pipe interface. Dans: Tunnelling and Underground Space Technology, v. 89 (juillet 2019).

    https://doi.org/10.1016/j.tust.2019.04.004

  6. Liu, Xinrong / Liu, Yongquan / Qu, Wanbo / Tu, Yiliang (2016): Internal force calculation and supporting parameters sensitivity analysis of side piles in the subway station excavated by Pile-Beam-Arch method. Dans: Tunnelling and Underground Space Technology, v. 56 (juin 2016).

    https://doi.org/10.1016/j.tust.2016.03.012

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