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Zhen-Dong Cui 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. Yang, Jiaqiang / Cui, Zhen-Dong / Xi, Banglu / Song, Weilong (2024): Experimental study on cyclic triaxial behaviors of saturated soft soil considering time intermittent and variable confining pressure. Dans: Soil Dynamics and Earthquake Engineering, v. 179 (avril 2024).

    https://doi.org/10.1016/j.soildyn.2024.108508

  2. Wei, Shao-Wei / Cai, De-Gou / Lv, Song / Jiang, Jian-Jie / Cui, Zhen-Dong (2023): Rainfall Scouring Mechanism of the High-Speed Railway Subgrade Slope with Coarse-Grained Soil. Dans: Advances in Civil Engineering, v. 2023 (février 2023).

    https://doi.org/10.1155/2023/7320049

  3. Cui, Zhen-Dong / Sui, Tian-Yu / Wang, Su-Yang / Yuan, Li (2024): Seismic response of subway station subjected to mainshock-aftershock sequences by centrifuge shaking table tests. Dans: Soil Dynamics and Earthquake Engineering, v. 176 (janvier 2024).

    https://doi.org/10.1016/j.soildyn.2023.108327

  4. Cui, Zhen-Dong / Zhang, Long-Ji / Hou, Chen-Yu (2023): Seismic behavior of subway station in the soft clay field before and after freeze-thaw cycle. Dans: Soil Dynamics and Earthquake Engineering, v. 175 (décembre 2023).

    https://doi.org/10.1016/j.soildyn.2023.108222

  5. Cui, Zhen-Dong / Zhang, Long-Ji / Zhan, Zhi-Xiang (2023): Seismic response analysis of shallowly buried subway station in inhomogeneous clay site. Dans: Soil Dynamics and Earthquake Engineering, v. 171 (août 2023).

    https://doi.org/10.1016/j.soildyn.2023.107986

  6. Xu, Xu-Bing / Cui, Zhen-Dong (2022): Investigation of One-dimensional Consolidation of Fractional Derivative Model for Viscoelastic Saturated Soils Caused by the Groundwater Level Change. Dans: KSCE Journal of Civil Engineering, v. 26, n. 12 (septembre 2022).

    https://doi.org/10.1007/s12205-022-1949-5

  7. Cui, Zhen-Dong / Jia, Ya-Jie (2013): Analysis of electron microscope images of soil pore structure for the study of land subsidence in centrifuge model tests of high-rise building groups. Dans: Engineering Geology, v. 164 (septembre 2013).

    https://doi.org/10.1016/j.enggeo.2013.07.004

  8. Cui, Zhen-Dong / Tang, Yi-Qun (2010): Land subsidence and pore structure of soils caused by the high-rise building group through centrifuge model test. Dans: Engineering Geology, v. 113, n. 1-4 (mai 2010).

    https://doi.org/10.1016/j.enggeo.2010.02.003

  9. Tang, Yi-Qun / Cui, Zhen-Dong / Zhang, Xi / Zhao, Shu-Kai (2008): Dynamic response and pore pressure model of the saturated soft clay around the tunnel under vibration loading of Shanghai subway. Dans: Engineering Geology, v. 98, n. 3-4 (mai 2008).

    https://doi.org/10.1016/j.enggeo.2008.01.014

  10. Li, De-Chun / Xu, Chong / Cui, Zhen-Dong / Chen, Jin-Ming / Xu, Xiang-Qing / Zhang, Tong-Tong / Zhang, Zhao-Wei / Song, Gang (2022): Mechanical Properties of Functionally Graded Concrete Lining for Deep Underground Structures. Dans: Advances in Civil Engineering, v. 2022 (janvier 2022).

    https://doi.org/10.1155/2022/2363989

  11. Soomro, Mukhtiar Ali / Kumar, Manoj / Mangi, Naeem / Mangnejo, Dildar Ali / Cui, Zhen-Dong (2022): Parametric Study of Twin Tunneling Effects on Piled Foundations in Stiff Clay: 3D Finite-Element Approach. Dans: International Journal of Geomechanics, v. 22, n. 6 (juin 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002386

  12. Hou, Chen-Yu / Cui, Zhen-Dong (2021): Quantitative Analysis of the Microstructures of Deep Silty Clay Subjected to Two Freezing–Thawing Cycles under Subway Vibration Loading. Dans: Journal of Cold Regions Engineering, v. 35, n. 4 (décembre 2021).

    https://doi.org/10.1061/(asce)cr.1943-5495.0000260

  13. Yang, Jia-Qiang / Cui, Zhen-Dong (2020): Influences of train speed on permanent deformation of saturated soft soil under partial drainage conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 133 (juin 2020).

    https://doi.org/10.1016/j.soildyn.2020.106120

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