Huilai Qin
- Numerical modelling of shield tunnel face failure through a critical state sand plasticity model with nonlocal regularization. In: Computers and Geotechnics, v. 164 (Dezember 2023). (2023):
- (2024): Innovative Three-Row Pile Support System of Ultra-Deep Foundation Pit and Cooperative Construction Technology with Basement for High-Rise Tower Structures. In: Buildings, v. 14, n. 4 (27 März 2024).