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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Chen, Chang / Lv, Yan-Ping / Li, Xi-Jie / Chen, Fu-quan (2024): Active Earth Pressure on the Rigid Support Structures of Excavations Parallel to Tunnel Construction. Dans: International Journal of Geomechanics, v. 24, n. 8 (août 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9679

  2. Chen, Hao-biao / Chen, Fu-quan / Chen, Chang / Lai, Dao-Liang (2024): Failure Mechanism and Active Earth Pressure of Narrow Backfills behind Retaining Structures Rotating about the Base. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024).

    https://doi.org/10.1061/ijgnai.gmeng-9370

  3. Chen, Fu-quan / Chen, Chang / Kang, Wu-zhen / Xu, Li / Li, Xi-bin (2024): Slip-line solution to seismic active earth pressure of narrow c-φ soils on gravity walls rotating about the bottom. Dans: Soil Dynamics and Earthquake Engineering, v. 181 (juin 2024).

    https://doi.org/10.1016/j.soildyn.2024.108625

  4. Wu, Yun-Han / Xiao, Chang-Jin / Chen, Fu-quan / Cai, Gang (2024): Study on mechanical characteristics of pipe umbrella support in shallow buried tunnels. Dans: Tunnelling and Underground Space Technology, v. 145 (mars 2024).

    https://doi.org/10.1016/j.tust.2023.105578

  5. Zhang, Bing-qiang / Chen, Qi-wen / Lai, Feng-wen / Chen, Fu-quan / Qi, Bin-bin (2023): Responses of Buried Pipelines to Tunnelling Underneath Considering Effect of Gap Formation: An Analytical Approach. Dans: KSCE Journal of Civil Engineering, v. 28, n. 1 (1 décembre 2023).

    https://doi.org/10.1007/s12205-023-0177-y

  6. Que, Yun / Long, Cheng-cheng / Chen, Fu-quan (2023): Slip Line Solution for Active Earth Pressure of Retaining Walls with Relief Shelves Subjected to Base Rotation. Dans: International Journal of Geomechanics, v. 23, n. 10 (octobre 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8540

  7. Que, Yun / Long, Cheng-cheng / Chen, Fu-quan (2023): Seismic Active Earth Pressure of Infinite Width Backfilled Soil on Cantilever Retaining Wall with Long Relief Shelf under Translational Mode. Dans: KSCE Journal of Civil Engineering, v. 27, n. 8 (juin 2023).

    https://doi.org/10.1007/s12205-023-1194-6

  8. Que, Yun / Gui, Xue-feng / Chen, Fu-quan (2023): Active Earth Pressure against Cantilever Retaining Walls with a Long Relief Shelf in Rotation about the Top. Dans: KSCE Journal of Civil Engineering, v. 27, n. 6 (avril 2023).

    https://doi.org/10.1007/s12205-023-0841-2

  9. Wang, Yan / Chen, Hao-biao / Jiang, Guo-ping / Chen, Fu-quan (2023): Slip-Line Solution for the Active Earth Pressure of Narrow and Layered Backfills against Inverted T-Type Retaining Walls Rotating about the Base. Dans: International Journal of Geomechanics, v. 23, n. 5 (mai 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7866

  10. Chen, Fu-quan / Kang, Wu-zhen / Yang, Zhi-wei / Xu, Li (2022): Seismic pseudo-static active earth pressure of narrow c-φ soils on gravity walls under translational mode. Dans: Soil Dynamics and Earthquake Engineering, v. 161 (octobre 2022).

    https://doi.org/10.1016/j.soildyn.2022.107437

  11. Que, Yun / Gui, Xue-feng / Chen, Fu-quan (2022): Active Earth Pressure against Cantilever Retaining Walls with the Long Relief Shelf Rotating about the Bottom. Dans: International Journal of Geomechanics, v. 22, n. 10 (octobre 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002524

  12. Chen, Hao-biao / Chen, Fu-quan / Lin, Yu-jian (2022): Slip-Line Solution to Earth Pressure of Narrow Backfill against Retaining Walls on Yielding Foundations. Dans: International Journal of Geomechanics, v. 22, n. 5 (mai 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002356

  13. Zhang, Yan-bin / Chen, Fu-quan / Lin, Yu-jian / Chen, Hao-biao (2022): Active Earth Pressure of Narrow Backfill against Inverted T-Type Retaining Walls Rotating about the Heel. Dans: KSCE Journal of Civil Engineering, v. 26, n. 4 (janvier 2022).

    https://doi.org/10.1007/s12205-022-1294-8

  14. Chen, Fu-quan / Chen, Hao-biao / Xu, Li / Lin, Luo-bin (2022): Seismic pseudo-static active earth pressure of narrow granular backfill against an inverted T-type retaining wall under translational mode. Dans: Soil Dynamics and Earthquake Engineering, v. 152 (janvier 2022).

    https://doi.org/10.1016/j.soildyn.2021.107018

  15. Xu, Li / Zhang, Yan-bin / Chen, Fu-quan / Lin, Yu-jian (2021): Active Earth Pressure of Narrow Backfill on Inverted T-Type Retaining Walls under Translation Mode. Dans: International Journal of Geomechanics, v. 21, n. 11 (novembre 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002176

  16. Zhang, Bing-qiang / Huang, Wei / Chen, Fu-quan / Wang, Qi-yun (2021): Analytical Study on the Transverse Internal Forces of Shield Tunnel Segments due to Adjacent Excavations in Soft Clays. Dans: KSCE Journal of Civil Engineering, v. 25, n. 12 (septembre 2021).

    https://doi.org/10.1007/s12205-021-1794-y

  17. Zhang, Bing-qiang / Chen, Fu-quan / Wang, Qi-yun (2019): Elastoplastic Solutions for Surrounding Rock Masses of Deep-Buried Circular Tunnels with Non-Darcian Flow. Dans: International Journal of Geomechanics, v. 19, n. 7 (juillet 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001442

  18. Lin, Yu-jian / Chen, Fu-quan / Yang, Jun-tao / Li, Dayong (2020): Active Earth Pressure of Narrow Cohesionless Backfill on Inclined Rigid Retaining Walls Rotating about the Bottom. Dans: International Journal of Geomechanics, v. 20, n. 7 (juillet 2020).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001727

  19. Chen, Fu-quan / Lin, Yu-jian / Yang, Jun-tao / Huang, Ming (2021): Passive Earth Pressure of Narrow Cohesionless Backfill Against Rigid Retaining Walls Rotating About the Base. Dans: International Journal of Geomechanics, v. 21, n. 1 (janvier 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001889

  20. Chen, Fu-quan / Zhang, Yan-bin / Lin, Yu-jian / Huang, Ming (2021): Active Earth Pressure against Inverted T-Type Retaining Walls under Translation Mode. Dans: International Journal of Geomechanics, v. 21, n. 6 (juin 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002013

  21. Chen, Fu-quan / Lin, Cheng / Lin, Luo-bin / Huang, Ming (2021): Active earth pressure of narrow cohesive backfill on rigid retaining wall of rotation about the bottom. Dans: Soils and Foundations, v. 61, n. 1 (février 2021).

    https://doi.org/10.1016/j.sandf.2020.11.002

  22. Chen, Fu-quan / Lin, Yu-jian / Yang, Jun-tao (2020): Passive earth pressure of narrow cohesionless backfill against inclined rigid retaining walls under translation mode. Dans: Soils and Foundations, v. 60, n. 5 (octobre 2020).

    https://doi.org/10.1016/j.sandf.2020.07.001

  23. Lin, Yu-jian / Chen, Fu-quan / Yang, Jun-tao (2020): Inclined Slice Method to Earth Pressure of Narrow Cohesionless Backfill against Rigid Walls under Various Displacement Modes. Dans: KSCE Journal of Civil Engineering, v. 24, n. 4 (mars 2020).

    https://doi.org/10.1007/s12205-020-0406-6

  24. Liu, Peng / Xiong, Chuan-xiang / Chen, Fu-quan (2020): Three-Part Wedge Method for the Stability Calculation of Embankment Supported on Rigid Pile Foundation. Dans: KSCE Journal of Civil Engineering, v. 24, n. 3 (février 2020).

    https://doi.org/10.1007/s12205-020-1513-0

  25. Sun, Shu-Wei / Chen, Fu-quan / Wang, Wei (2015): Mechanism and Remediation of a Seismically Induced Landslide with a Potential for Deep Seated Sliding. Dans: Soil Mechanics and Foundation Engineering, v. 52, n. 3 (juillet 2015).

    https://doi.org/10.1007/s11204-015-9322-z

  26. Zhou, Yi-tao / Chen, Qing-sheng / Chen, Fu-quan / Xue, Xiao-hui / Basack, Sudip (2016): Active earth pressure on translating rigid retaining structures considering soil arching effect. Dans: European Journal of Environmental and Civil Engineering, v. 22, n. 8 (septembre 2016).

    https://doi.org/10.1080/19648189.2016.1229225

  27. Li, Da-yong / Ma, Shi-li / Zhang, Yu-kun / Chen, Fu-quan (2018): Lateral Bearing Capacity of Modified Suction Caissons Determined by Using the Limit Equilibrium Method. Dans: China Ocean Engineering, v. 32, n. 4 (août 2018).

    https://doi.org/10.1007/s13344-018-0048-3

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