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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. Wu, Hao / Gan, Xiaolu / Liu, Nianwu / Yang, Kejia / Sun, Zhanju (2024): Analysis of tunneling-induced ground movements in spatially variable soil under the influence of existing building. In: Computers and Geotechnics, v. 166 (February 2024).

    https://doi.org/10.1016/j.compgeo.2023.106003

  2. Gan, Xiaolu / Gong, Xiaonan / Liu, Nianwu / Yu, Jianlin / Li, Wenbo (2024): Random analysis method for nonlinear interaction between shield tunnel and spatially variable soil. In: Computers and Geotechnics, v. 166 (February 2024).

    https://doi.org/10.1016/j.compgeo.2023.105964

  3. Jiang, Yandan / Wang, Lai / Zhang, Bo / Dai, Xiaowei / Ye, Jun / Sun, Bochao / Liu, Nianwu / Wang, Zhen / Zhao, Yang (2023): Tunnel lining detection and retrofitting. In: Automation in Construction, v. 152 (August 2023).

    https://doi.org/10.1016/j.autcon.2023.104881

  4. Liu, Nianwu / Pan, Jingjie / Li, Mingguang / Li, Ying (2023): Deformation characteristics of an ultra-deep and small-scale rectangular excavation in Hangzhou soft clay. In: Tunnelling and Underground Space Technology, v. 137 (July 2023).

    https://doi.org/10.1016/j.tust.2023.105117

  5. Gan, Xiaolu / Yu, Jianlin / Gong, Xiaonan / Hou, Yongmao / Liu, Nianwu / Zhu, Min (2022): Response of operating metro tunnels to compensation grouting of an underlying large-diameter shield tunnel: A case study in Hangzhou. In: Underground Space, v. 7, n. 2 (April 2022).

    https://doi.org/10.1016/j.undsp.2021.07.006

  6. Gan, Xiaolu / Yu, Jianlin / Gong, Xiaonan / Liu, Nianwu / Zheng, Dongzhu (2022): Behaviours of existing shield tunnels due to tunnelling underneath considering asymmetric ground settlements. In: Underground Space, v. 7, n. 5 (October 2022).

    https://doi.org/10.1016/j.undsp.2021.12.011

  7. lou, Chunhui / Xia, Tangdai / Liu, Nianwu / Gong, Xiaonan (2019): Investigation of Three-Dimensional Deformation Behavior due to Long and Large Excavation in Soft Clays. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/4187417

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