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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. Que, Yun / Zhang, Jisong / Xie, Zhe / Chen, Fuquan (2024): Spatial Earth Pressure Analysis of V-Shaped Gully Shoulder Retaining Wall under Translational Mode. In: International Journal of Geomechanics, v. 24, n. 10 (Oktober 2024).

    https://doi.org/10.1061/ijgnai.gmeng-10070

  2. Chen, Fuquan / Luo, Shanchu / Lai, Fengwen (2022): New Analytical Solutions for Cohesive–Frictional Soils above Deep Active Trapdoors. In: International Journal of Geomechanics, v. 22, n. 12 (Dezember 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002592

  3. Lai, Fengwen / Chen, Fuquan / Liu, Songyu / Keawsawasvong, Suraparb / Shiau, Jim (2022): Undrained stability of pit-in-pit braced excavations under hydraulic uplift. In: Underground Space, v. 7, n. 6 (Dezember 2022).

    https://doi.org/10.1016/j.undsp.2022.04.003

  4. Zhou, Yitao / Chen, Fuquan (2022): Deformation of Geosynthetic-Reinforced Soil Beam Subjected to Localized Sinkholes by the Winkler Model. In: Soil Mechanics and Foundation Engineering, v. 59, n. 2 (Mai 2022).

    https://doi.org/10.1007/s11204-022-09791-x

  5. Zhou, Yitao / Chen, Fuquan / Wang, Xuemin (2018): Seismic Active Earth Pressure for Inclined Rigid Retaining Walls Considering Rotation of the Principal Stresses with Pseudo-Dynamic Method. In: International Journal of Geomechanics, v. 18, n. 7 (Juli 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001198

  6. Lai, Fengwen / Chen, Fuquan / Li, Dayong (2018): Bearing Capacity Characteristics and Failure Modes of Low Geosynthetic-Reinforced Embankments Overlying Voids. In: International Journal of Geomechanics, v. 18, n. 8 (August 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001206

  7. Chen, Fuquan / Yang, Juntao / Lin, Yujian (2019): Active Earth Pressure of Narrow Granular Backfill against Rigid Retaining Wall Near Rock Face under Translation Mode. In: International Journal of Geomechanics, v. 19, n. 12 (Dezember 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001525

  8. Chen, Fuquan / Lin, Yujian / Li, Dayong (2019): Solution to active earth pressure of narrow cohesionless backfill against rigid retaining walls under translation mode. In: Soils and Foundations, v. 59, n. 1 (Februar 2019).

    https://doi.org/10.1016/j.sandf.2018.09.010

  9. Chen, Fuquan / Miao, Guangji / Lai, Fengwen (2020): Base Instability Triggered by Hydraulic Uplift of Pit-in-Pit Braced Excavations in Soft Clay Overlying a Confined Aquifer. In: KSCE Journal of Civil Engineering, v. 24, n. 6 (April 2020).

    https://doi.org/10.1007/s12205-020-1102-2

  10. Zhou, Yitao / Chen, Fuquan / Lin, Yujian (2019): Solution for Low Geosynthetic-Reinforced Embankments Subjected to Localized Sinkholes. In: Soil Mechanics and Foundation Engineering, v. 56, n. 1 (März 2019).

    https://doi.org/10.1007/s11204-019-09565-y

  11. Lin, Yujian / Lv, Yanping / Liu, Xu / Chen, Fuquan (2019): Analysis of Longitudinal Mechanical Properties of Buried Suspended Pipeline Resisting Collapse. In: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/3954390

  12. Wu, Yuqi / Li, Dayong / Zhang, Yukun / Chen, Fuquan (2017): Determination of Maximum Penetration Depth of Suction Caissons in Sand. In: KSCE Journal of Civil Engineering, v. 22, n. 8 (November 2017).

    https://doi.org/10.1007/s12205-017-1469-x

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