M. Pinheiro
- An Elastoplastic Model for Unsaturated Soils Under General Three-Dimensional Conditions. Dans: Soils and Foundations, v. 46, n. 5 (octobre 2006). (2006):
- Back analysis of geomechanical parameters in underground works using an Evolution Strategy algorithm. Dans: Tunnelling and Underground Space Technology, v. 33 (janvier 2013). (2013):
- Tunnel engineering – influence of the type and the quantity of measurements in the back analysis of geomechanical parameters. Dans: European Journal of Environmental and Civil Engineering, v. 20, n. 1 (mars 2015). (2015):