A. Amorosi
- Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths. In: Géotechnique, v. 47, n. 3 (June 1997). (1997):
- A constitutive model for structured soils. In: Géotechnique, v. 50, n. 3 (June 2000). (2000):
- Tunnelling-induced deformation and damage on historical masonry structures. In: Géotechnique, v. 64, n. 2 (February 2014). (2014):
- Elastic moduli of soils dependent on pressure: a hyperelastic formulation. In: Géotechnique, v. 55, n. 5 (June 2005). (2005):
- 3D numerical modelling of soil–structure interaction during EPB tunnelling. In: Géotechnique, v. 65, n. 1 (January 2015). (2015):
- Fully coupled dynamic analysis of an earth dam. In: Géotechnique, v. 61, n. 7 (July 2011). (2011):
- Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (June 2009). (2009):
- Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses. In: Soil Dynamics and Earthquake Engineering, v. 85 (June 2016). (2016):
- TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5. In: Tunnelling and Underground Space Technology, v. 38 (September 2013). (2013):
- Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure. In: Tunnelling and Underground Space Technology, v. 49 (June 2015). (2015):
- An integrated approach for geotechnical and structural analysis of the Nynphaeum of Genazzano. Presented at: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016. (2016):