Feiyang Wang 
- (2024): Stability evaluation model for the tunnel face of large cross-section tunnel excavated by the bench method. In: Computers and Geotechnics, v. 170 (Juni 2024).
- (2023): A phase-field-based multi-physics coupling numerical method and its application in soil–water inrush accident of shield tunnel. In: Tunnelling and Underground Space Technology, v. 140 (Oktober 2023).
- (2022): Cracking feature and mechanical behavior of shield tunnel lining simulated by a phase-field modeling method based on spectral decomposition. In: Tunnelling and Underground Space Technology, v. 119 (Januar 2022).
- (2021): Numerical and experimental analyses for rubber-sand particle mixtures applied in high-filled cut-and-cover tunnels. In: Construction and Building Materials, v. 306 (November 2021).
- (2021): Probabilistic characteristics analysis for the time-dependent deformation of clay soils due to spatial variability. In: European Journal of Environmental and Civil Engineering, v. 26, n. 12 (Juni 2021).
- (2020): Theoretical Analysis of the Joint Leakage in Shield Tunnel Considering the Typical Deformation Mode. In: International Journal of Geomechanics, v. 20, n. 12 (Dezember 2020).
- (2020): Analysis of Cracking Development and Mechanical Characteristics of High-Filled Cut-and-Cover Tunnel. In: KSCE Journal of Civil Engineering, v. 24, n. 8 (Juli 2020).
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