Linyou Pan
- 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):
- Deformation behavior of anisotropically overconsolidated clay under one-way cyclic loading. In: Soil Dynamics and Earthquake Engineering, v. 129 (Februar 2020). (2020):