Aánlise limite recorrendo ao critério de rotura de Matsuoka-Nakai estendido em condições de deformação plana." *Geotecnia*. 157 (2023): 29-48. Abstract

"Computational Upper- and Lower-Bound 3D Limit Analysis Using the Hoek–Brown Yield Criterion." *International Journal of Geomechanics*. 24 (2024): 04024036. AbstractWebsite

"Cortinas tipo Berlim definitivas ancoradas em solos argilosos: a quest." *Revista Portuguesa de Geotecnia*. 100 (2004): 271-291. Abstract

"Determination of depth factors for the bearing capacity of shallow foundations in sand." *Soils and Rocks*. 33 (2010): 47-52. Abstract

"Influence of tension cut-off on the stability of anchored concrete soldier-pile walls in clay." *Canadian Geotechnical Journal*. 45 (2008): 1036-1044. AbstractWebsite

"Influence of the Embedded Length on the Overall Stability of Single Anchored Retaining Walls." *Soils & Rocks*. 40.2 (2017): 133-145.

"Influência da truncatura em tracção na estabilidade em condições não drenadas de túneis superficiais sem suporte." *Geotecnia*. 143 (2018): 201-211.

"Limit analysis of anchored concrete soldier-pile walls in clay under vertical loading." *Canadian Geotechnical Journal*. 43 (2006): 516-530. AbstractWebsite

"Lower and upper bound limit analysis via the alternating direction method of multipliers." *Computers and Geotechnics*. 124 (2020): 103571. AbstractWebsite

"A new Hoek-Brown-Matsuoka-Nakai failure criterion for rocks." *International Journal of Rock Mechanics and Mining Sciences*. 172 (2023): 105602. AbstractWebsite

"A non-linear programming method approach for upper bound limit analysis." *International Journal for Numerical Methods in Engineering*. 72 (2007): 1192-1218. AbstractWebsite

"A novel Augmented Lagrangian Approach for Limit Analysis Computations." *IOP Conf. Ser.: Mater. Sci. Eng. 10*. 10 (2010). AbstractWebsite

"A novel augmented Lagrangian based formulation for upper bound limit analysis." *International Journal for Numerical Methods in Engineering*. vol. 89.nº 12 (2012): pp. 1471-1496. Abstract

"On non-uniform plastic torsion of steel I-section cantilevers." *Thin-Walled Structures*. 187 (2023): 110731. AbstractWebsite

"Passive earth-pressure coefficients by upper-bound numerical limit analysis." *Canadian Geotechnical Journal*. 48 (2011): 767-780. Abstract

"Pro- babilisti analysis of bearing apa ity of shallow foundations using three-dimensional limit analyses." *International Journal of Computational Methods*. 11.2 (2014).

"Reliability assessment of shallow foundations on undrained soils considering soil spatial variability." *Computers and Geotechnics*. 119 (2020).

"Three-dimensional active earth pressure coefficients by upper bound numerical limit analysis." *Computers and Geotechnics*. 79 (2016): 96-104.

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