Weiqiang Qi 
- (2023): Deformation Mechanism and Controlling Strategies of Leading Tunnel Induced by Close-Spaced Lagging EPBS Driving. Dans: International Journal of Civil Engineering, v. 21, n. 11 (juin 2023).
- (2022): Evaluation of the Active Limit Support Pressure for Shield Tunnel Face in Clay–Sand Interface Mixed Ground. Dans: International Journal of Geomechanics, v. 22, n. 7 (juillet 2022).
- (2021): Research on the Prediction Model of Shield Advancement Rate in Sandy Cobble Ground of Beijing. Dans: Advances in Civil Engineering, v. 2021 (janvier 2021).
- (2020): Structural Deformation of Existing Horseshoe-Shaped Tunnels by Shield Overcrossing. Dans: KSCE Journal of Civil Engineering, v. 25, n. 2 (novembre 2020).
- (2020): Study of the Construction Sequence of Overlapping Tunnels by the Shield Tunneling Method: A Case Study of the Longest Overlapping Tunnel in China. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- (2020): Risk Mitigation and Construction Control for Effective Underwater Recovery of an EPB Shield: A Case Study of the First Metro Tunnel in Tel Aviv. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
Structurae coopère avec
