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

  1. Zhou, Hao / Wang, Xinghua / He, Changdi / Huang, Changxi (2018): Seismic Response of a Tunnel Embedded in Compacted Clay through Large-Scale Shake Table Testing. In: Shock and Vibration, v. 2018 ( 2018).

    https://doi.org/10.1155/2018/5968431

  2. Wang, Zhenyu / Yang, Junsheng / Wang, Xinghua (2021): Dynamic Response of the Entrance Structure of an Elliptical Mountain Tunnel under the Action of SH Waves. In: Advances in Civil Engineering, v. 2021 (Januar 2021).

    https://doi.org/10.1155/2021/2255518

  3. Liu, Yuanyuan / Wang, Xinghua / Zhang, Min (2015): Lateral Vibration of Pile Groups Partially Embedded in Layered Saturated Soils. In: International Journal of Geomechanics, v. 15, n. 4 (August 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000406

  4. Huang, Changxi / Wang, Xinghua / Zhang, Min / Zhou, Hao / Liang, Yan: Mechanical features of soldier piles under rainfall infiltration. In: Geotechnical Research.

    https://doi.org/10.1680/jgere.18.00041

  5. Zhang, Min / Wang, Xinghua / Yang, Guangcheng / Xie, Lizhao (2014): Solution of dynamic Green׳s function for unsaturated soil under internal excitation. In: Soil Dynamics and Earthquake Engineering, v. 64 (September 2014).

    https://doi.org/10.1016/j.soildyn.2014.05.001

  6. Huang, Changxi / Wang, Xinghua / Zhang, Min / Zhou, Hao / Liang, Yan (2019): Supporting Characteristics of Soldier Piles for Foundation Pits under Rainfall Infiltration. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/1053576

  7. Huang, Changxi / Wang, Xinghua / Zhou, Hao / Liang, Yan (2019): Factors Affecting the Swelling-Compression Characteristics of Clays in Yichang, China. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/6568208

  8. Wang, Xinghua / Zhou, Hailin (2001): An improved hyperbola rheological model for fresh cement–clay grouts. In: Tunnelling and Underground Space Technology, v. 16, n. 4 (Oktober 2001).

    https://doi.org/10.1016/s0886-7798(01)00062-1

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