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Fuquan Chen ORCID

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. 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 (October 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 (December 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 (December 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 (May 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 (July 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 (December 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 (February 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 (March 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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