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Xinglei Cheng ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Wang, Piguang / Huang, Yiming / Zhao, Mi / Cheng, Xinglei / Du, Xiuli (2024): Analytical solution for simplifying the pile-soil interaction to a spring-damping system under horizontal vibration. In: Soils and Foundations, v. 64, n. 3 (Juni 2024).

    https://doi.org/10.1016/j.sandf.2024.101469

  2. Lang, Ruiqing / Ma, Changhu / Sun, Liqiang / Mu, Kun / Feng, Shouzhong / Cheng, Xinglei / Zhou, Long (2024): Investigation of Soil Arching Effect and Accumulative Deformation in Pile-Supported Embankments Subjected to Traffic Loading Using Numerical Modeling. In: International Journal of Geomechanics, v. 24, n. 7 (Juli 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9105

  3. Cheng, Xinglei / Li, Yang / Mu, Kun / Hesham El Naggar, M. / Zhou, Yadong / Wang, Piguang / Sun, Xiaohan / Liu, Ju (2024): Seismic response of tripod suction bucket foundation for offshore wind turbine in sands. In: Soil Dynamics and Earthquake Engineering, v. 177 (Februar 2024).

    https://doi.org/10.1016/j.soildyn.2023.108353

  4. Liu, Zhongxian / Qiao, Yunfan / Cheng, Xinglei / Huang, Zhenen (2023): IBEM-FEM coupling method for full process nonlinear ground motion simulation of near-fault sedimentary basins. In: Soil Dynamics and Earthquake Engineering, v. 170 (Juli 2023).

    https://doi.org/10.1016/j.soildyn.2023.107916

  5. Wang, Mingyuan / Song, Linfeng / Cheng, Xinglei / Zhang, Jianxin / Lu, Liqiang / Li, Wenqian (2022): Dynamic Stress Path under Obliquely Incident P- and SV-Waves. In: Buildings, v. 12, n. 12 (1 Dezember 2022).

    https://doi.org/10.3390/buildings12122210

  6. Zhao, Mi / Huang, Yiming / Wang, Piguang / Cheng, Xinglei / Du, Xiuli (2023): Analytical solution of vertical vibration of a floating pile considering different types of soil viscoelastic half-space. In: Soil Dynamics and Earthquake Engineering, v. 165 (Februar 2023).

    https://doi.org/10.1016/j.soildyn.2022.107697

  7. Liu, Zhongxian / Qiao, Yunfan / Cheng, Xinglei / Hesham El Naggar, M. (2022): Nonlinear seismic response and amplification effect of 3D sedimentary basin based on bounding surface constitutive model. In: Soil Dynamics and Earthquake Engineering, v. 158 (Juli 2022).

    https://doi.org/10.1016/j.soildyn.2022.107292

  8. Cheng, Xinglei / Du, Xiuli / Lu, Dechun / Ma, Chao / Wang, Piguang (2020): A simple single bounding surface model for undrained cyclic behaviours of saturated clays and its numerical implementation. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 2020).

    https://doi.org/10.1016/j.soildyn.2020.106389

  9. Cheng, Xinglei / Li, Na / Yang, Zhaohuan (2019): A simple anisotropic bounding surface model for saturated clay considering the cyclic degradation. In: European Journal of Environmental and Civil Engineering, v. 24, n. 12 (Januar 2019).

    https://doi.org/10.1080/19648189.2018.1549509

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