- Revisiting the effect of relative density on cyclic liquefaction of clean and silty sands: the crossing effect. Dans: Bulletin of Earthquake Engineering, v. 22, n. 8 (avril 2024). (2024):
- Applicability of soil‐type index for shear wave velocity‐based liquefaction assessment. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 6 (20 février 2024). (2024):
- CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach. Dans: Bulletin of Earthquake Engineering, v. 20, n. 15 (6 octobre 2022). (2022):
- Combined effect of fines content and uniformity coefficient on cyclic liquefaction resistance of silty sands. Dans: Soil Dynamics and Earthquake Engineering, v. 151 (décembre 2021). (2021):
- Influence of coefficient of uniformity and base sand gradation on static liquefaction of loose sands with silt. Dans: Soil Dynamics and Earthquake Engineering, v. 89 (octobre 2016). (2016):
- Coupled influence of content, gradation and shape characteristics of silts on static liquefaction of loose silty sands. Dans: Soil Dynamics and Earthquake Engineering, v. 101 (octobre 2017). (2017):