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