Miaomiao Ge
- Laboratory tests on the traffic-induced cyclic behavior of anisotropically overconsolidated clay under different drainage conditions. In: Soil Dynamics and Earthquake Engineering, v. 182 (Juli 2024). (2024):
- Partially-drained deformation properties of anisotropically overconsolidated clay by triaxial tests with cyclic confining pressure. In: Soil Dynamics and Earthquake Engineering, v. 163 (Dezember 2022). (2022):