- Mechanized deep tunnel excavation in saturated clayey soils: a pre-design hydro-mechanically coupled method for the assessment of both spoil and face volume loss. In: Géotechnique. :
- Geosynthetic-reinforced and pile-supported embankments: theoretical discussion of finite difference numerical analyses results. In: European Journal of Environmental and Civil Engineering, v. 27, n. 15 (März 2023). (2023):
- Role of numerical modelling choices on the structural response of onshore wind turbine shallow foundations. In: Structures, v. 37 (März 2022). (2022):
- A simplified approach to estimate settlements of earth embankments on piled foundations: the role of pile shaft roughness. In: European Journal of Environmental and Civil Engineering, v. 27, n. 1 (November 2020). (2020):
- Numerical Simulation of Model Tests of Pier-Shallow Foundation Systems Subjected to Earthquake Loads Using an Elasto-Uplift-Plastic Macro Element. In: Soils and Foundations, v. 48, n. 5 (Oktober 2008). (2008):
- Deep tunnel faces in cohesive soils under undrained conditions: application of a new design approach. In: European Journal of Environmental and Civil Engineering, v. 27, n. 8 (September 2020). (2020):
- Cyclic and dynamic mechanical behaviour of granular soils: experimental evidence and constitutive modelling. In: Revue française de Génie civil, v. 7, n. 7-8 (August 2003). (2003):
- An Uncoupled Approach for the Design of Rockfall Protection Tunnels. In: Structural Engineering International, v. 19, n. 3 (August 2009). (2009):