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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. Wang, Wentao / Li, Lei / Qu, Zhe / Yang, Xiaoli (2024): Enhanced damage segmentation in RC components using pyramid Haar wavelet downsampling and attention U-net. In: Automation in Construction, v. 168 (Dezember 2024).

    https://doi.org/10.1016/j.autcon.2024.105746

  2. Hou, Chuantan / Yang, Xiaoli / Liu, Mingfang / Chen, Minghui / Wu, Zhenyuan / Long, Guihua (2023): Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis. In: Computers and Geotechnics, v. 163 (November 2023).

    https://doi.org/10.1016/j.compgeo.2023.105764

  3. Yang, Xiaoxia / Dai, Wenkai / Li, Yongxing / Yang, Xiaoli (2024): An efficient evacuation path optimization for passengers in subway stations under floods. In: Tunnelling and Underground Space Technology, v. 143 (Januar 2024).

    https://doi.org/10.1016/j.tust.2023.105473

  4. Zhong, Junhao / Hou, Chuantan / Yang, Xiaoli (2023): Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves. In: Soil Dynamics and Earthquake Engineering, v. 167 (April 2023).

    https://doi.org/10.1016/j.soildyn.2023.107791

  5. Pan, Qiujing / Zhang, Ruifeng / Wang, Sutang / Chen, Jingyu / Zhang, Biao / Zou, Jifeng / Yang, Xiaoli (2023): Three-Dimensional Stability of Slopes under Water Drawdown Conditions. In: International Journal of Geomechanics, v. 23, n. 1 (Januar 2023).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002614

  6. Hou, Chuantan / Zhong, Junhao / Yang, Xiaoli (2023): Three-dimensional stability assessments of a non-circular tunnel face reinforced by bolts under seepage flow conditions. In: Tunnelling and Underground Space Technology, v. 131 (Januar 2023).

    https://doi.org/10.1016/j.tust.2022.104831

  7. Zhong, Junhao / Li, Yongxin / Yang, Xiaoli (2022): Estimation of the Seismic Bearing Capacity of Shallow Strip Footings Based on a Pseudodynamic Approach. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002459

  8. Hou, Chuantan / Zhang, Zilong / Yang, Xiaoli (2022): Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels. In: Computers and Geotechnics, v. 146 (Juni 2022).

    https://doi.org/10.1016/j.compgeo.2022.104741

  9. Huang, Fu / Zhang, Min / Wang, Fen / Ling, Tonghua / Yang, Xiaoli (2020): The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation. In: Computers and Geotechnics, v. 117 (Januar 2020).

    https://doi.org/10.1016/j.compgeo.2019.103236

  10. Hou, Chuantan / Pan, Qiujing / Xu, Tao / Huang, Fu / Yang, Xiaoli (2022): Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms. In: Tunnelling and Underground Space Technology, v. 125 (Juli 2022).

    https://doi.org/10.1016/j.tust.2022.104524

  11. Li, Tianzheng / Yang, Xiaoli (2018): Reliability Analysis of Tunnel Face in Broken Soft Rocks Using Improved Response Surface Method. In: International Journal of Geomechanics, v. 18, n. 5 (Mai 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001129

  12. Huang, Fu / Ou, Ruochen / Li, Zailan / Yang, Xiaoli / Ling, Tonghua (2018): Limit Analysis for the Face Stability of a Shallow-Shield Tunnel Based on a Variational Approach to the Blow-Out Failure Mode. In: International Journal of Geomechanics, v. 18, n. 6 (Juni 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001150

  13. Zhang, Rui / Yang, Xiaoli (2018): Limit Analysis of Active and Passive Mechanisms of Shallow Tunnels in Nonassociative Soil with Changing Water Table. In: International Journal of Geomechanics, v. 18, n. 7 (Juli 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001167

  14. Li, Yongxin / Yang, Xiaoli (2019): Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion. In: International Journal of Geomechanics, v. 19, n. 6 (Juni 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001411

  15. Hou, Chuantan / Yang, Xiaoli (2021): Three-Dimensional Face Stability of Tunnels in Unsaturated Soils with Nonlinear Soil Strength. In: International Journal of Geomechanics, v. 21, n. 4 (April 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001916

  16. Li, Tianzheng / Gong, Wenping / Yang, Xiaoli (2021): Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion. In: Tunnelling and Underground Space Technology, v. 109 (März 2021).

    https://doi.org/10.1016/j.tust.2020.103785

  17. Xu, Jingshu / Du, Xiuli / Yang, Xiaoli (2019): Stability analysis of 3D geosynthetic–reinforced earth structures composed of nonhomogeneous cohesive backfills. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 2019).

    https://doi.org/10.1016/j.soildyn.2019.105768

  18. Li, Tianzheng / Yang, Xiaoli (2019): 3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses. In: KSCE Journal of Civil Engineering, v. 23, n. 6 (Mai 2019).

    https://doi.org/10.1007/s12205-019-1048-4

  19. Huang, Fu / Feng, Yuan / Zhang, Zhiqi / Yang, Xiaoli / Ling, Tonghua (2018): Upper Bound Solution of the Safety Factor for a Shield Tunnel Face Subjected to the Hoek–Brown Failure Criterion. In: International Journal of Civil Engineering, v. 17, n. 12 (Dezember 2018).

    https://doi.org/10.1007/s40999-019-00416-3

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