Xiaoli Yang
- Stability assessment of a non-circular tunnel face with tensile strength cut-off subject to seepage flows: A comparison analysis. In: Computers and Geotechnics, v. 163 (November 2023). (2023):
- An efficient evacuation path optimization for passengers in subway stations under floods. In: Tunnelling and Underground Space Technology, v. 143 (Januar 2024). (2024):
- Bearing capacity of foundations resting on rock masses subjected to Rayleigh waves. In: Soil Dynamics and Earthquake Engineering, v. 167 (April 2023). (2023):
- Three-Dimensional Stability of Slopes under Water Drawdown Conditions. In: International Journal of Geomechanics, v. 23, n. 1 (Januar 2023). (2023):
- Three-dimensional stability assessments of a non-circular tunnel face reinforced by bolts under seepage flow conditions. In: Tunnelling and Underground Space Technology, v. 131 (Januar 2023). (2023):
- Estimation of the Seismic Bearing Capacity of Shallow Strip Footings Based on a Pseudodynamic Approach. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022). (2022):
- Three-dimensional tunnel face stability considering the steady-state seepage in saturated and unsaturated regions with changing water levels. In: Computers and Geotechnics, v. 146 (Juni 2022). (2022):
- The failure mechanism of surrounding rock around an existing shield tunnel induced by an adjacent excavation. In: Computers and Geotechnics, v. 117 (Januar 2020). (2020):
- Three-dimensional tunnel face stability considering slurry pressure transfer mechanisms. In: Tunnelling and Underground Space Technology, v. 125 (Juli 2022). (2022):
- Reliability Analysis of Tunnel Face in Broken Soft Rocks Using Improved Response Surface Method. In: International Journal of Geomechanics, v. 18, n. 5 (Mai 2018). (2018):
- Limit Analysis for the Face Stability of a Shallow-Shield Tunnel Based on a Variational Approach to the Blow-Out Failure Mode. In: International Journal of Geomechanics, v. 18, n. 6 (Juni 2018). (2018):
- Limit Analysis of Active and Passive Mechanisms of Shallow Tunnels in Nonassociative Soil with Changing Water Table. In: International Journal of Geomechanics, v. 18, n. 7 (Juli 2018). (2018):
- Seismic Displacement of 3D Slope Reinforced by Piles with Nonlinear Failure Criterion. In: International Journal of Geomechanics, v. 19, n. 6 (Juni 2019). (2019):
- Three-Dimensional Face Stability of Tunnels in Unsaturated Soils with Nonlinear Soil Strength. In: International Journal of Geomechanics, v. 21, n. 4 (April 2021). (2021):
- Stability analysis of a non-circular tunnel face in soils characterized by modified Mohr-Coulomb yield criterion. In: Tunnelling and Underground Space Technology, v. 109 (März 2021). (2021):
- Stability analysis of 3D geosynthetic–reinforced earth structures composed of nonhomogeneous cohesive backfills. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 2019). (2019):
- 3D Rotational Failure Mechanism of Tunnel Face in Weathered and Saturated Hoek-Brown Rock Masses. In: KSCE Journal of Civil Engineering, v. 23, n. 6 (Mai 2019). (2019):
- Upper Bound Solution of the Safety Factor for a Shield Tunnel Face Subjected to the Hoek–Brown Failure Criterion. In: International Journal of Civil Engineering, v. 17, n. 12 (Dezember 2018). (2018):