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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. Wang, Kangyu / Ye, Jiahuan / Wang, Xinquan / Qiu, Ziliang (2023): The Soil-Arching Effect in Pile-Supported Embankments: A Review. In: Buildings, v. 14, n. 1 (31 December 2023).

    https://doi.org/10.3390/buildings14010126

  2. Wang, Kangyu / Zhuang, Yan (2021): Characterizing the permanent deformation Response-Behavior of subgrade material under cyclic loading based on the shakedown theory. In: Construction and Building Materials, v. 311 (December 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.125325

  3. Zhuang, Yan / Wang, Kangyu (2017): Analytical Solution for Reinforced Piled Embankments on Elastoplastic Consolidated Soil. In: International Journal of Geomechanics, v. 17, n. 9 (September 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000926

  4. Gao, Guoyao / Zhuang, Yan / Wang, Kangyu / Chen, Liang (2019): Influence of Benoto bored pile construction on nearby existing tunnel: A case study. In: Soils and Foundations, v. 59, n. 2 (April 2019).

    https://doi.org/10.1016/j.sandf.2018.11.006

  5. Wang, Kangyu / Zhuang, Yan / Liu, Hanlong / Xiao, Henglin (2018): Multilayered low-strength geogrid-reinforced piled embankment. In: Geotechnical Research, v. 5, n. 4 (December 2018).

    https://doi.org/10.1680/jgere.18.00001

  6. Cui, Xiaoyan / Zhuang, Yan / Ning, Shuai / Wang, Kangyu (2020): An analytical method to calculate the settlement of reinforced piled embankment considering three-dimensional deformed geogrid. In: European Journal of Environmental and Civil Engineering, v. 26, n. 8 (September 2020).

    https://doi.org/10.1080/19648189.2020.1810130

  7. Zhuang, Yan / Wang, Kangyu (2017): Three-dimensional shakedown analysis of ballasted railway structures under moving surface loads with different load distributions. In: Soil Dynamics and Earthquake Engineering, v. 100 (September 2017).

    https://doi.org/10.1016/j.soildyn.2017.06.012

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