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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Xie, Yi / Zhu, Wenxuan / Xiong, Yonglin / Ye, Guanlin (2024): A Fully Coupled Numerical Framework for Predicting Dynamic Behavior in Unsaturated Soils and Its Application to Embankment Seismic Analysis. In: International Journal of Geomechanics, v. 24, n. 7 (July 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9158

  2. Xie, Yi / Zhu, Wenxuan / Xiong, Yonglin / Ye, Guanlin (2023): Numerical investigation on the effect of initial water content on dynamic responses of unsaturated sandy and clayey embankments. In: Soil Dynamics and Earthquake Engineering, v. 173 (October 2023).

    https://doi.org/10.1016/j.soildyn.2023.108151

  3. Xiong, Xi / Xiong, Yonglin / Tsunemoto, Takashi / Okino, Shogo / Qiu, Xiaoyue / Kurimoto, Yuhei / Zhang, Feng (2019): Tests on mechanical behavior of unsaturated decomposed granite and its modelling considering finite deformation. In: Soils and Foundations, v. 59, n. 2 (April 2019).

    https://doi.org/10.1016/j.sandf.2018.10.006

  4. Xiong, Yonglin / Bao, Xiaohua / Ye, Bin / Zhang, Feng (2014): Soil–water–air fully coupling finite element analysis of slope failure in unsaturated ground. In: Soils and Foundations, v. 54, n. 3 (June 2014).

    https://doi.org/10.1016/j.sandf.2014.04.007

  5. Xiong, Yonglin / Zhang, Sheng / Ye, Guanlin / Zhang, Feng (2014): Modification of thermo-elasto-viscoplastic model for soft rock and its application to THM analysis of heating tests. In: Soils and Foundations, v. 54, n. 2 (April 2014).

    https://doi.org/10.1016/j.sandf.2014.02.009

  6. Xiong, Yonglin / Bao, Yuanfeng / Ye, Bin / Ye, Guanlin / Zhang, Feng (2017): 3D dynamic analysis of the soil–foundation–superstructure system considering the elastoplastic finite deformation of both the soil and the superstructure. In: Bulletin of Earthquake Engineering, v. 16, n. 5 (November 2017).

    https://doi.org/10.1007/s10518-017-0280-x

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