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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. Xu, Ling-Yu / Chen, Wei-Yun / Cai, Fei / Song, Zhu / Pan, Jing-Min / Chen, Guo-Xing (2022): Response of soil–pile–superstructure–quay wall system to lateral displacement under horizontal and vertical earthquake excitations. Dans: Bulletin of Earthquake Engineering, v. 21, n. 2 (décembre 2022).

    https://doi.org/10.1007/s10518-022-01572-z

  2. Zhou, Meili / Cai, Fei / Arai, Komei (2022): Cyclic use of groundwater: An innovative way to improve performance of a groundwater source heat pump system during a cooling period. Dans: Journal of Building Engineering, v. 51 (juillet 2022).

    https://doi.org/10.1016/j.jobe.2022.104325

  3. Anan, Kenichi / Ugai, Keizo / Wakai, Akihiko / Cai, Fei (2000): Earth Pressure And Ground Response During Excavation Of Shaft And Opening Of Shield Entrance. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 666 (décembre 2000).

    https://doi.org/10.2208/jscej.2000.666_169

  4. Cai, Fei / Gao, Shuang / Bao, Yanling / Sun, Jintao / Si, Yinsong / Fu, Yaqin (2021): Robust 3D-trapezoid composite fabric withstanding repeat impact/compression for personal protection. Dans: Composite Structures, v. 273 (octobre 2021).

    https://doi.org/10.1016/j.compstruct.2021.114333

  5. Cai, Fei / Ugai, Keizo (2004): Numerical Analysis of Rainfall Effects on Slope Stability. Dans: International Journal of Geomechanics, v. 4, n. 2 (juin 2004).

    https://doi.org/10.1061/(asce)1532-3641(2004)4:2(69)

  6. Xu, Ling-Yu / Song, Cheng-Xiang / Chen, Wei-Yun / Cai, Fei / Li, Yong-Yi / Chen, Guo-Xing (2021): Liquefaction-induced settlement of the pile group under vertical and horizontal ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 144 (mai 2021).

    https://doi.org/10.1016/j.soildyn.2021.106709

  7. Xu, Ling-Yu / Cai, Fei / Chen, Wei-Yun / Zhang, Jing-Zhe / Pan, Dong-dong / Wu, Qi / Chen, Guo-Xing (2021): Undrained cyclic response of a dense saturated sand with various grain sizes and contents of nonplastic fines: Experimental analysis and constitutive modeling. Dans: Soil Dynamics and Earthquake Engineering, v. 145 (juin 2021).

    https://doi.org/10.1016/j.soildyn.2021.106727

  8. Cai, Fei / Ugai, Keizo (2000): Numerical Analysis of the Stability of a Slope Reinforced with Piles. Dans: Soils and Foundations, v. 40, n. 1 (février 2000).

    https://doi.org/10.3208/sandf.40.73

  9. Xu, Ling-Yu / Cai, Fei / Xue, Ying-Ying / Takahashi, Chiaki / Li, Yong-Yi (2019): Numerical Analyses of Local Damage of Concrete Slabs by Normal Impact of Deformable Solid Projectiles. Dans: KSCE Journal of Civil Engineering, v. 23, n. 12 (novembre 2019).

    https://doi.org/10.1007/s12205-019-1281-x

  10. Xu, Ling-Yu / Zhang, Jing-Zhe / Cai, Fei / Chen, Wei-Yun / Xue, Ying-Ying (2019): Constitutive modeling the undrained behaviors of sands with non-plastic fines under monotonic and cyclic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 123 (août 2019).

    https://doi.org/10.1016/j.soildyn.2019.05.021

  11. Xu, Ling-Yu / Cai, Fei / Wang, Guo-Xin / Ugai, Keizo / Wakai, Akihiko / Yang, Qing-Qing / Onoue, Atsuo (2013): Numerical assessment of liquefaction mitigation effects on residential houses: Case histories of the 2007 Niigata Chuetsu-offshore earthquake. Dans: Soil Dynamics and Earthquake Engineering, v. 53 (octobre 2013).

    https://doi.org/10.1016/j.soildyn.2013.07.008

  12. Xu, Ling-Yu / Cai, Fei / Wang, Guo-Xin / Chen, Guo-Xing (2017): Nonlinear Analysis of Single Laterally Loaded Piles in Clays Using Modified Strain Wedge Model. Dans: International Journal of Civil Engineering, v. 15, n. 6 (mars 2017).

    https://doi.org/10.1007/s40999-016-0072-8

  13. Xu, Ling-Yu / Cai, Fei / Wang, Guo-Xin / Chen, Guo-Xing / Li, Yong-Yi (2017): Nonlinear analysis of single reinforced concrete piles subjected to lateral loading. Dans: KSCE Journal of Civil Engineering, v. 21, n. 7 (mai 2017).

    https://doi.org/10.1007/s12205-017-1010-2

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