Xiaohe Xia
- Effect of loading frequency and cyclic stress ratio on undrained cyclic behaviors of clay-structure interface with various overconsolidation ratios. In: Soil Dynamics and Earthquake Engineering, v. 183 (August 2024). (2024):
- Shear rate effect on clay-structure interface strength properties in various interface boundary conditions. In: Soil Dynamics and Earthquake Engineering, v. 177 (Februar 2024). (2024):
- One-Dimensional Consolidation for Unsaturated Soils under Depth-Dependent Stress Induced by Multistage Load. In: International Journal of Geomechanics, v. 22, n. 9 (September 2022). (2022):
- One-dimensional consolidation of unsaturated soils considering self-weight: Semi-analytical solutions. In: Soils and Foundations, v. 61, n. 6 (Dezember 2021). (2021):
- A Series of Semianalytical Solutions of One-Dimensional Consolidation in Unsaturated Soils. In: International Journal of Geomechanics, v. 20, n. 6 (Juni 2020). (2020):
- Prediction of lateral displacement of soil behind the reaction wall caused by pipe jacking operation. In: Tunnelling and Underground Space Technology, v. 40 (Februar 2014). (2014):