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Zhende Zhu 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. Zhu, Shu / Que, Xiangcheng / Zhu, Zhende / Han, Bei (2023): Improved polygonal constitutive model for columnar jointed basalt and its application in tunnel stability analysis. Dans: Tunnelling and Underground Space Technology, v. 142 (décembre 2023).

    https://doi.org/10.1016/j.tust.2023.105449

  2. Dai, Lun / Zhu, Zhende / Zhang, Cong / Zhu, Duan (2023): Experimental study on the influence of glass fiber reinforced concrete isolation layer on the seismic dynamic response of tunnels. Dans: Case Studies in Construction Materials, v. 19 (décembre 2023).

    https://doi.org/10.1016/j.cscm.2023.e02303

  3. Zhang, Cong / Zhu, Zhende / Wang, Shanyong / Zhang, Jinpeng (2023): Macro-micro mechanical properties and reinforcement mechanism of alkali-resistant glass fiber-reinforced concrete under alkaline environments. Dans: Construction and Building Materials, v. 368 (mars 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.130365

  4. Liu, Jinyuan / Liu, Mingliang / Zhu, Zhende (2012): Sand Deformation around an Uplift Plate Anchor. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 138, n. 6 (juin 2012).

    https://doi.org/10.1061/(asce)gt.1943-5606.0000633

  5. Zhu, Shu / Zheng, Jinhai / Zhu, Zhende / Zhu, Qizhi / Zhou, Luming (2022): Experiments on three-dimensional flaw dynamic evolution of transparent rock-like material under osmotic pressure. Dans: Tunnelling and Underground Space Technology, v. 128 (octobre 2022).

    https://doi.org/10.1016/j.tust.2022.104624

  6. Liu, Xinyu / Tian, Yuan / Zhu, Zhende (2021): Seepage Damage Statistical Model of Filled Fractured Rock considering Structural Surface and Failure Characteristic. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).

    https://doi.org/10.1155/2021/8458980

  7. Zhu, Zhende / Tian, Yuan / Liu, Xinyu (2021): Experimental Study of Three-Dimensional Propagation of Crack in Transparent Rock Mass. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).

    https://doi.org/10.1155/2021/7883334

  8. Zhu, Zhende / Lu, Wenbin / He, Yanxin / Que, Xiangcheng (2021): Experimental Study on the Strength Failure Characteristics of Columnar Jointed Rock Masses under Three-Dimensional Stress. Dans: KSCE Journal of Civil Engineering, v. 25, n. 7 (mai 2021).

    https://doi.org/10.1007/s12205-021-0821-3

  9. Liu, Xinyu / Zhu, Zhende / Liu, Aihua / Tian, Yuan (2020): Lognormal Distribution Function for Describing Seepage Damage Process of Single-Cracked Rock. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).

    https://doi.org/10.1155/2020/8838670

  10. Ni, Xiaohui / Shen, Xiaomei / Zhu, Zhende (2020): Mechanical and Acoustic Emission Characteristics of Sandstone through Triaxial Unloading Test after Cyclic Freezing-Thawing Treatment. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).

    https://doi.org/10.1155/2020/7150536

  11. Wu, Nan / Zhang, Cong / Maimaitiyusupu, Semaierjiang / Zhu, Zhende (2019): Investigation on Properties of Rock Joint in Compression Dynamic Test. Dans: KSCE Journal of Civil Engineering, v. 23, n. 9 (août 2019).

    https://doi.org/10.1007/s12205-019-1779-2

  12. Ni, Xiaohui / Shen, Xiaomei / Zhu, Zhende (2019): Microscopic Characteristics of Fractured Sandstone after Cyclic Freezing-Thawing and Triaxial Unloading Tests. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/6512461

  13. Liu, Xinyu / Zhu, Zhende / Liu, Aihua (2019): Permeability Characteristic and Failure Behavior of Filled Cracked Rock in the Triaxial Seepage Experiment. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/3591629

  14. Wu, Nan / Zhu, Zhende / Zhang, Cong / Luo, Zhihua (2019): Dynamic Behavior of Rock Joint under Different Impact Loads. Dans: KSCE Journal of Civil Engineering, v. 23, n. 2 (janvier 2019).

    https://doi.org/10.1007/s12205-018-0799-7

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