- A two-dimensional experimental study of active progressive failure of deeply buried Qanat tunnels in sandy ground. Dans: Soils and Foundations, v. 63, n. 3 (juin 2023). (2023):
- Two-Dimensional Physical and Numerical Modeling of a Pile-Supported Earth Platform over Soft Soil. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 133, n. 3 (mars 2007). (2007):
- Twin earth pressure balance tunnelling – monitoring and numerical study of an urban case. Dans: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 176, n. 6 (décembre 2023). (2023):
- Uncertainty quantification of tunnel seismic deformations in random soils. Dans: Tunnelling and Underground Space Technology, v. 128 (octobre 2022). (2022):
- Three-Dimensional Numerical Modeling of a Piled Embankment. Dans: International Journal of Geomechanics, v. 9, n. 3 (mai 2009). (2009):
- Three-Dimensional Stability of a Slope Subjected to Seepage Forces. Dans: International Journal of Geomechanics, v. 17, n. 8 (août 2017). (2017):
- Three-Dimensional Static and Seismic Stability Analysis of a Tunnel Face Driven in Weak Rock Masses. Dans: International Journal of Geomechanics, v. 18, n. 6 (juin 2018). (2018):
- Upper Bound Analysis of 3D-Reinforced Slope Stability Subjected to Pore-Water Pressure. Dans: International Journal of Geomechanics, v. 20, n. 4 (avril 2020). (2020):
- Three-dimensional face stability analysis of shallow tunnels using numerical limit analysis and material point method. Dans: Tunnelling and Underground Space Technology, v. 112 (juin 2021). (2021):
- Ultimate dynamic bearing capacity of shallow strip foundations - Reliability analysis using the response surface methodology. Dans: Soil Dynamics and Earthquake Engineering, v. 144 (mai 2021). (2021):
- U-shaped tunnel lining design using the Hyperstatic Reaction Method – Influence of the invert. Dans: Soils and Foundations, v. 60, n. 3 (juin 2020). (2020):
- Three-dimensional finite difference analysis of shallow sprayed concrete tunnels crossing a reverse fault or a normal fault: A parametric study. Dans: Frontiers of Structural and Civil Engineering, v. 14, n. 4 (juillet 2020). (2020):
- Validation of a New 2D Failure Mechanism for the Stability Analysis of a Pressurized Tunnel Face in a Spatially Varying Sand. Dans: Journal of Engineering Mechanics (ASCE), v. 137, n. 1 (janvier 2011). (2011):
- Three-dimensional numerical simulation of pile-twin tunnels interaction – Case of the Shiraz subway line. Dans: Tunnelling and Underground Space Technology, v. 86 (avril 2019). (2019):
- Upper-bound analysis on the face stability of a non-circular tunnel. Dans: Tunnelling and Underground Space Technology, v. 62 (février 2017). (2017):
- Three-dimensional numerical simulation of a mechanized twin tunnels in soft ground. Dans: Tunnelling and Underground Space Technology, v. 42 (mai 2014). (2014):
- Ultimate bearing capacity of reinforced concrete masonry columns subjected to eccentric load. Dans: European Journal of Environmental and Civil Engineering, v. 16, n. 6 (juin 2012). (2012):
- Three-dimensional face stability analysis of pressurized tunnels driven in a multilayered purely frictional medium. Dans: Tunnelling and Underground Space Technology, v. 49 (juin 2015). (2015):
- Tunnel lining design in multi-layered grounds. Dans: Tunnelling and Underground Space Technology, v. 81 (novembre 2018). (2018):