- State-of-the-art review on responses of combined piled raft foundation subjected to seismic loads using static and dynamic approaches. Dans: Soil Dynamics and Earthquake Engineering, v. 169 (juin 2023). (2023):
- Seismic Rotational Displacement of Gravity Walls by Pseudodynamic Method. Dans: International Journal of Geomechanics, v. 8, n. 3 (mai 2008). (2008):
- Seismic Rotational Stability of Waterfront Retaining Wall Using Pseudodynamic Method. Dans: International Journal of Geomechanics, v. 10, n. 1 (février 2010). (2010):
- Translational Seismic Failure Analysis of MSW Landfills Using Pseudodynamic Approach. Dans: International Journal of Geomechanics, v. 12, n. 2 (avril 2012). (2012):
- Seismic Uplift Capacity of Horizontal Strip Anchors Using a Modified Pseudodynamic Approach. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016). (2016):
- Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation. Dans: International Journal of Geomechanics, v. 20, n. 2 (février 2020). (2020):
- Undrained Bearing Capacity FactorNcfor Ring Foundations in Cohesive Soil. Dans: International Journal of Geomechanics, v. 21, n. 2 (février 2021). (2021):
- Three-Dimensional Soil–Foundation–Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled–Raft System. Dans: International Journal of Geomechanics, v. 21, n. 4 (avril 2021). (2021):
- Steady-state response of flexible combined pile-raft foundation under dynamic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 145 (juin 2021). (2021):
- Seismic soil resistance for caisson design in sand. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 172, n. 1 (février 2019). (2019):
- Soil–structure interaction in a combined pile–raft foundation – a case study. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 170, n. 2 (avril 2017). (2017):
- Value engineering using load-cell test data of barrette foundations – a case study. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 175, n. 3 (juin 2022). (2022):
- Seismic uplift capacity of shallow horizontal strip anchor under oblique load using pseudo-dynamic approach. Dans: Soils and Foundations, v. 53, n. 5 (octobre 2013). (2013):
- Seismic rotational stability of gravity retaining walls by modified pseudo-dynamic method. Dans: Soil Dynamics and Earthquake Engineering, v. 94 (mars 2017). (2017):
- Sliding stability and seismic design of retaining wall by pseudo-dynamic method for passive case. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 6 (juin 2007). (2007):
- Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 3 (mars 2007). (2007):
- Stability of Waterfront Retaining Wall Subjected to Pseudodynamic Earthquake Forces. Dans: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 134, n. 4 (juillet 2008). (2008):