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- Tensile Strengths and Size Effects of Biocemented Sands. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024). (2024):
- Temperature-Dependent SWCC Model for Unsaturated Soil. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024). (2024):
- Strength and Kaolin Nucleation in Biotreated Coarse Sand. Dans: International Journal of Geomechanics, v. 24, n. 5 (mai 2024). (2024):
- Strengths and Infinite Slope Stability of Unsaturated Soils. Dans: International Journal of Geomechanics, v. 23, n. 12 (décembre 2023). (2023):
- Unconfined Compressive and Splitting Tensile Strength of Basalt Fiber–Reinforced Biocemented Sand. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 145, n. 9 (septembre 2019). (2019):
- Stress-Strain-Strength Response and Ductility of Gravels Improved by Polyurethane Foam Adhesive. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 144, n. 2 (février 2018). (2018):
- Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. II: Influence of Particle Breakage. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 140, n. 12 (décembre 2014). (2014):
- Testing and Modeling on Particle Breakage for Granular Soils. Dans: International Journal of Geomechanics, v. 21, n. 11 (novembre 2021). (2021):
- Strength and Dilatancy Behaviors of Dense Modeled Rockfill Material in General Stress Space. Dans: International Journal of Geomechanics, v. 16, n. 5 (octobre 2016). (2016):
- Strength and Deformation Responses of Biocemented Sands Using a Temperature-Controlled Method. Dans: International Journal of Geomechanics, v. 19, n. 11 (novembre 2019). (2019):
- Strength and Surviving Probability in Grain Crushing under Acidic Erosion and Compression. Dans: International Journal of Geomechanics, v. 19, n. 11 (novembre 2019). (2019):
- Strength-increase mechanism and microstructural characteristics of a biotreated geomaterial. Dans: Frontiers of Structural and Civil Engineering, v. 14, n. 3 (mai 2020). (2020):