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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, Libin / Niu, Xiaokai / Zhao, Yuanhao / Li, Wei / Song, Wei / Zhang, Chengping (2023): Study on the mechanism and rapid treatment method of leakage disease at the junction between the shaft and shield tunnel. In: Engineering Failure Analysis, v. 154 (December 2023).

    https://doi.org/10.1016/j.engfailanal.2023.107639

  2. Tu, Shiqin / Li, Wei / Zhang, Chengping / Wang, Libin / Jin, Zixian / Wang, Saixu (2024): Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method. In: Computers and Geotechnics, v. 166 (February 2024).

    https://doi.org/10.1016/j.compgeo.2023.106009

  3. Zhang, Xuan / Wang, Libin / Ma, Mengshuo / Li, Wei / Wang, Yuzheng (2023): Stability Analysis of the Foundation Pit and the Twin Shield Tunnels during Adjacent Construction. In: Buildings, v. 13, n. 4 (24 March 2023).

    https://doi.org/10.3390/buildings13041000

  4. Liu, Zhongxiang / Guo, Tong / Correia, José / Wang, Libin (2020): Reliability-Based Maintenance Strategy for Gusset Plate Connections in Steel Bridges Based on Life-Cost Optimization. In: Journal of Performance of Constructed Facilities (ASCE), v. 34, n. 5 (October 2020).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001493

  5. Li, Yadong / Ding, Youliang / Geng, Fangfang / Wang, Libin (2019): Seismic response of self-centering precast concrete frames with hysteretic dampers. In: The Structural Design of Tall and Special Buildings, v. 28, n. 8 (10 June 2019).

    https://doi.org/10.1002/tal.1604

  6. Li, Haitao / Qiu, Zhenyu / Wu, Gang / Corbi, Ottavia / Wei, Dongdong / Wang, Libin / Corbi, Ileana / Yuan, Conggan (2019): Slenderness Ratio Effect on Eccentric Compression Properties of Parallel Bamboo Strand Lumber Columns. In: Journal of Structural Engineering (ASCE), v. 145, n. 8 (August 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002372

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