Wenxi Fu
- A hydro-mechanical closed form solution for the minimum safety thickness of water‑resistant rock in a karst tunnel under drag force in the connected fracture. Dans: Tunnelling and Underground Space Technology, v. 152 (octobre 2024). (2024):
- Face Stability Assessment for Karst Tunnelling across a Filling-type Karst Cave. Dans: KSCE Journal of Civil Engineering, v. 28, n. 9 (23 juillet 2024). (2024):
- Explicit analytical solution to the minimum safety thickness of waterproof-resistant slab in front of karst tunnel face. Dans: Engineering Failure Analysis, v. 157 (mars 2024). (2024):
- Research on flow field characteristics in the karst tunnel face drilling hole (conduit) under the coupling between turbulence and seepage. Dans: Tunnelling and Underground Space Technology, v. 143 (janvier 2024). (2024):
- Incipient Motion Criteria of Wide-Grading Particles on Loose Soil Slopes under Coupling of Runoff and Seepage. Dans: International Journal of Geomechanics, v. 23, n. 5 (mai 2023). (2023):
- An Analytical Model for Water Inflow into a Karst Tunnel in Vuggy and Fractured Porous Rock Aquifers. Dans: International Journal of Geomechanics, v. 22, n. 12 (décembre 2022). (2022):
- (2020): A Return Mapping Algorithm for Nonlinear Yield Criteria with the Equivalent Mohr–Coulomb Strength Parameters. Dans: Advances in Civil Engineering, v. 2020 (janvier 2020).
- Estimation of the equivalent Mohr–Coulomb parameters using the Hoek–Brown criterion and its application in slope analysis. Dans: European Journal of Environmental and Civil Engineering, v. 25, n. 4 (janvier 2019). (2019):
- Drag Force Effect of Surface Runoff on Stability of Shallow Soil Slope. Dans: Soil Mechanics and Foundation Engineering, v. 56, n. 1 (mars 2019). (2019):
- Physical and Mechanical Characterization of Fresh Bamboo for Infrastructure Projects. Dans: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 2 (février 2018). (2018):