Shiqin Tu
- Seepage effect on progressive failure of shield tunnel face in granular soils by coupled continuum-discrete method. In: Computers and Geotechnics, v. 166 (February 2024). (2024):
- Partial collapse mechanism of a horseshoe-shaped tunnel face in layered soils. In: Computers and Geotechnics, v. 167 (March 2024). (2024):
- Face stability analysis of a shield tunnel excavated along inclined strata. In: Underground Space, v. 13 (December 2023). (2023):
- Effect of inclined layered soils on face stability in shield tunneling based on limit analysis. In: Tunnelling and Underground Space Technology, v. 131 (January 2023). (2023):