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Lin Geng 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. Yu, Yuan / Tang, Liang / Ling, Xianzhang / Geng, Lin / Wei, Shaowei / Zhou, Guoqing (2021): Investigation of the soil-lining interaction at a tunnel entrance during freeze-thaw cycling: Model testing and semi-empirical modeling. Dans: Tunnelling and Underground Space Technology, v. 115 (septembre 2021).

    https://doi.org/10.1016/j.tust.2021.104028

  2. Cong, Shengyi / Tang, Liang / Ling, Xianzhang / Geng, Lin / Lu, Jinchi (2021): Numerical analysis of liquefaction-induced differential settlement of shallow foundations on an island slope. Dans: Soil Dynamics and Earthquake Engineering, v. 140 (janvier 2021).

    https://doi.org/10.1016/j.soildyn.2020.106453

  3. Wu, Hao / Fan, Guohua / Huang, Meng / Geng, Lin / Cui, Xiping / Chen, Rongchang / Peng, Guanyun (2017): Fracture behavior and strain evolution of laminated composites. Dans: Composite Structures, v. 163 (mars 2017).

    https://doi.org/10.1016/j.compstruct.2016.12.036

  4. Gao, Xiang / Zhang, Xuexi / Qian, Mingfang / Geng, Lin (2019): Effect of reinforcement shape on fracture behaviour of SiC/Al composites with network architecture. Dans: Composite Structures, v. 215 (mai 2019).

    https://doi.org/10.1016/j.compstruct.2019.02.067

  5. Yu, Yuan / Tang, Liang / Ling, Xianzhang / Cai, Degou / Ye, Yangsheng / Geng, Lin (2020): Mitigation of Temperature-Induced Curling of Concrete Roadbed along High-Speed Railway: In situ Experiment and Numerical Simulation. Dans: KSCE Journal of Civil Engineering, v. 24, n. 4 (mars 2020).

    https://doi.org/10.1007/s12205-020-0671-4

  6. Cong, Shengyi / Tang, Liang / Ling, Xianzhang / Geng, Lin / Lu, Jinchi (2017): Boundary Effect on the Seismic Response of a Three-dimensional Soil Slope with a Shallow Foundation on Top. Dans: KSCE Journal of Civil Engineering, v. 22, n. 4 (juin 2017).

    https://doi.org/10.1007/s12205-017-1535-4

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