Fu-quan Chen 
- (2024): Seismic passive earth pressures of narrow cohesive backfill against gravity walls using the stress characteristics method. Dans: Soils and Foundations, v. 64, n. 6 (décembre 2024).
- (2025): Numerical Analysis of Imperceptible Mechanical Behavior in Soil Arch Evolution. Dans: International Journal of Geomechanics, v. 25, n. 1 (janvier 2025).
- (2024): Analytical Method for the Buried Pipeline on an Elastic Foundation with Local Ground Subsidence. Dans: KSCE Journal of Civil Engineering, v. 28, n. 11 (3 octobre 2024).
- (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).
- (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).
- (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).
- (2024): Study on mechanical characteristics of pipe umbrella support in shallow buried tunnels. Dans: Tunnelling and Underground Space Technology, v. 145 (mars 2024).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (2021): Active Earth Pressure against Inverted T-Type Retaining Walls under Translation Mode. Dans: International Journal of Geomechanics, v. 21, n. 6 (juin 2021).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
- (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).
Structurae coopère avec
