Xiaoxuan Liu
- Four-Modulus Incremental Nonlinear Model of Granular Soils Considering Stress Path and Particle Breakage. In: International Journal of Geomechanics, v. 24, n. 9 (September 2024). (2024):
- Effects of Particle Breakage on the Mechanical Behavior of Calcareous Sand Under Confined Compression Tests. In: International Journal of Civil Engineering, v. 22, n. 8 (April 2024). (2024):
- Particle Breakage Model for Granular Geomaterials Considering Stress Paths. In: International Journal of Geomechanics, v. 23, n. 12 (Dezember 2023). (2023):
- Effect of Particle Breakage and Interlocking on Strength and Dilatancy Characteristics of Calcareous Sands. In: KSCE Journal of Civil Engineering, v. 27, n. 8 (Juni 2023). (2023):