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Rongzhu Liang ORCID

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

  1. Zhao, Yun / Wang, Chaowei / Chen, Zhanglong / Liang, Rongzhu: Simple approach to assessing excess pore water pressure induced by shield tunneling in saturated-unsaturated clay soil. In: European Journal of Environmental and Civil Engineering.

    https://doi.org/10.1080/19648189.2024.2356702

  2. Liang, Rongzhu / Zhang, Zhiwei / Li, Zhongchao / Cao, Shian / Hesham El Naggar, M. / Xiao, Mingzhao / Wu, Wenbing (2024): Simplified Method for Predicting the Shield Tunnel Longitudinal Responses to Over-Crossing Tunneling Considering Circumferential Joint Effect. In: International Journal of Geomechanics, v. 24, n. 7 (Juli 2024).

    https://doi.org/10.1061/ijgnai.gmeng-8963

  3. Wang, Chaozhe / Liang, Rongzhu / Wu, Jin / Li, Zhongchao / Ding, Zhi / Wu, Wenbing (2024): Performances of Shield-Driven Tunnels Subjected to Excavation of a Large-Scale Basement in Soft Soils. In: International Journal of Geomechanics, v. 24, n. 3 (März 2024).

    https://doi.org/10.1061/ijgnai.gmeng-8228

  4. Yang, Zijian / Wu, Wenbing / Liu, Hao / Zhang, Yunpeng / Liang, Rongzhu (2023): Flexible support of a pile embedded in unsaturated soil under Rayleigh waves. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 1 (Februar 2023).

    https://doi.org/10.1002/eqe.3758

  5. Wei, Shi / Liang, Rongzhu / Mei, Guoxiong / Hesham El Naggar, M. / Sun, Lianwei / Jia, Jinqing / Bao, Xiaohua / Wu, Xiaojian / Wu, Wenbing (2022): Experimental investigation on the deformation characteristics of locking-steel- pipe (LSP) pile retaining structure during excavation in sand. In: Underground Space, v. 7, n. 6 (Dezember 2022).

    https://doi.org/10.1016/j.undsp.2022.02.005

  6. Liang, Rongzhu / Xia, Tangdai / Huang, Maosong / Lin, Cungang (2017): Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect. In: Computers and Geotechnics, v. 81 (Januar 2017).

    https://doi.org/10.1016/j.compgeo.2016.08.017

  7. Liang, Rongzhu / Wu, Jin / Sun, Lianwei / Shen, Wen / Wu, Wenbing (2021): Performances of adjacent metro structures due to zoned excavation of a large-scale basement in soft ground. In: Tunnelling and Underground Space Technology, v. 117 (November 2021).

    https://doi.org/10.1016/j.tust.2021.104123

  8. Liang, Rongzhu (2019): Simplified analytical method for evaluating the effects of overcrossing tunnelling on existing shield tunnels using the nonlinear Pasternak foundation model. In: Soils and Foundations, v. 59, n. 6 (Dezember 2019).

    https://doi.org/10.1016/j.sandf.2019.07.009

  9. Zhang, Yunpeng / Yang, Xiaoyan / Wu, Wenbing / Hesham El Naggar, M. / Jiang, Guosheng / Liang, Rongzhu (2020): Torsional complex impedance of pipe pile considering pile installation and soil plug effect. In: Soil Dynamics and Earthquake Engineering, v. 131 (April 2020).

    https://doi.org/10.1016/j.soildyn.2019.106010

  10. Liang, Rongzhu / Wu, Wenbing / Yu, Feng / Jiang, Guosheng / Liu, Junwei (2018): Simplified method for evaluating shield tunnel deformation due to adjacent excavation. In: Tunnelling and Underground Space Technology, v. 71 (Januar 2018).

    https://doi.org/10.1016/j.tust.2017.08.010

  11. Liang, Rongzhu / Xia, Tangdai / Hong, Yi / Yu, Feng (2016): Effects of above-crossing tunnelling on the existing shield tunnels. In: Tunnelling and Underground Space Technology, v. 58 (September 2016).

    https://doi.org/10.1016/j.tust.2016.05.002

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