Li Zhong
- A stress-path-independence hardening parameter for calcareous sand based on modified plasticity work. In: Construction and Building Materials, v. 467 (March 2025). (2025):
- Influence of different cement matrix on the static and dynamic mechanical properties of Ultra-High Performance Concrete. In: Journal of Building Engineering, v. 98 (December 2024). (2024):
- 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 (December 2023). (2023):