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Zhenhao Shi ORCID

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

  1. Fu, Chenzhi / Huang, Maosong / Shi, Zhenhao / Li, Yonghui / Guo, Yuancheng (2024): Upper Bound Stability Analysis of Soil-Nailed Slopes with a Discretized Technique in Layered Ground. In: International Journal of Geomechanics, v. 24, n. 11 (November 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9907

  2. Li, Yishan / Shi, Zhenhao / Huang, Maosong / Lu, Xilin (2021): Stability analysis of shield tunnel face under complex ground conditions. In: IOP Conference Series: Earth and Environmental Science, v. 861, n. 7 (1 Oktober 2021).

    https://doi.org/10.1088/1755-1315/861/7/072027

  3. Huang, Maosong / Li, Yishan / Shi, Zhenhao / Lu, Xilin (2023): Tunnel face stability model for layered ground with confined aquifers. In: Tunnelling and Underground Space Technology, v. 132 (Februar 2023).

    https://doi.org/10.1016/j.tust.2022.104916

  4. Huang, Maosong / Tan, Tingzhen / Shi, Zhenhao (2023): Iterative Horizontal Method of Slices for Global Stability of Slurry Trench in Layered Cohesive-Frictional Soils. In: International Journal of Geomechanics, v. 23, n. 2 (Februar 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7949

  5. Mu, Linlong / Zhang, Peiyun / Shi, Zhenhao / Zhu, Mengxi / Gu, Zhiwang (2023): Predicting longitudinal tunnel deformation due to deep excavation-induced ground movement. In: Tunnelling and Underground Space Technology, v. 131 (Januar 2023).

    https://doi.org/10.1016/j.tust.2022.104793

  6. Tan, Tingzhen / Huang, Maosong / Shi, Zhenhao (2022): Analytical Three-Dimensional Mechanism for Stability of Slurry Trenches in Cohesive Soils. In: International Journal of Geomechanics, v. 22, n. 2 (Februar 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002263

  7. Huang, Maosong / Li, Yishan / Shi, Zhenhao / Lu, Xilin (2022): Face stability analysis of shallow shield tunneling in layered ground under seepage flow. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022).

    https://doi.org/10.1016/j.tust.2021.104201

  8. Huang, Maosong / Liu, Yanhua / Shi, Zhenhao (2021): Interpretation of Undrained Hollow Cylinder Shear on Natural Shanghai Soft Clay Using Three-Dimensional Constitutive Model. In: International Journal of Geomechanics, v. 21, n. 10 (Oktober 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002162

  9. Lyu, Zhi / Qian, Jiangu / Shi, Zhenhao / Gao, Qian (2020): Dynamic responses of layered poroelastic ground under moving traffic loads considering effects of pavement roughness. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020).

    https://doi.org/10.1016/j.soildyn.2019.105996

  10. Shi, Zhenhao / Hambleton, James P. / Buscarnera, Giuseppe (2019): Bounding Surface Elasto-Viscoplasticity: A General Constitutive Framework for Rate-Dependent Geomaterials. In: Journal of Engineering Mechanics (ASCE), v. 145, n. 3 (März 2019).

    https://doi.org/10.1061/(asce)em.1943-7889.0001578

  11. Liao, Shaoming / Fan, Yaoyao / Shi, Zhenhao / Shao, Wei / Kong, Xiangpeng (2013): Optimization study on the reconstruction and expansion of an underground rail transit center in Shanghai soft ground. In: Tunnelling and Underground Space Technology, v. 38 (September 2013).

    https://doi.org/10.1016/j.tust.2013.08.001

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