- Deep Excavation–Induced Stability Evaluation of a Triple Tunnel Using Discrete and Continuum Numerical Modeling. In: International Journal of Geomechanics, v. 25, n. 1 (January 2025). (2025):
- (2023): Comparative Study of Swelling Pressure in Expansive Soils considering Different Initial Water Contents and BOFS Stabilization. In: Advances in Civil Engineering, v. 2023 (February 2023).
- Slope topographic effects on the nonlinear seismic behavior of groups of similar buildings. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 10 (August 2022). (2022):
- Strength and post-freeze-thaw behavior of a marl soil modified by lignosulfonate and polypropylene fiber: An environmentally friendly approach. In: Construction and Building Materials, v. 332 (May 2022). (2022):
- Three-Dimensional Seismic Nonlinear Analysis of Topography–Structure–Soil–Structure Interaction for Buildings near Slopes. In: International Journal of Geomechanics, v. 22, n. 3 (March 2022). (2022):
- Seismic analysis of soil-pile-bridge-train interaction for isolated monorail and railway bridges under coupled lateral-vertical ground motions. In: Engineering Structures, v. 248 (December 2021). (2021):
- An assessment of veracity of filter criteria for earth dams. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 167, n. 6 (December 2014). (2014):
- Contact erosional behaviour of foundation of pavement embankment constructed with nanosilica-treated dispersive soils. In: Soils and Foundations, v. 60, n. 1 (February 2020). (2020):
- Internal erosional behaviour of dispersive clay stabilized with lignosulfonate and reinforced with polypropylene fiber. In: Construction and Building Materials, v. 193 (December 2018). (2018):