Angelo Amorosi

发表

Modelling of Reinforced Concrete Framed Structures Interacting with a Shallow Tunnel

Daniela Boldini, Nunzio Losacco, Sara Bertolin, 2016 .

2D modelling of dry joint masonry walls regarded as anisotropic continuous media under horizontal body forces

Gianmarco De Felice, Angelo Amorosi, Marialaura Malena, 2009 .

Analisi geotecnica e strutturale del Ninfeo di Genazzano

Gianmarco De Felice, Daniela Boldini, Angelo Amorosi, 2015 .

Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure

Daniela Boldini, Angelo Amorosi, V. Fargnoli, 2015 .

Numerical prediction of tunnel performance during centrifuge dynamic tests

Daniela Boldini, Angelo Amorosi, Gaetano Falcone, 2014 .

Numerical modelling of the interaction between a deep excavation and an ancient masonry wall

Daniela Boldini, Angelo Amorosi, G. de Felice, 2014 .

A plasticity-based constitutive model for natural soils: a hierarchical approach

Angelo Amorosi, M. Kavvadas, M. Kavvadas, 2000 .

Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study

Daniela Boldini, Angelo Amorosi, A. di Lernia, 2017 .

Implicit integration of a mixed isotropic–kinematic hardening plasticity model for structured clays

Daniela Boldini, Angelo Amorosi, Vincenzo Germano, 2008 .

Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils

Daniela Boldini, Angelo Amorosi, D. Boldini, 2009 .

Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses

Daniela Boldini, Angelo Amorosi, A. di Lernia, 2016 .

Parametric study on seismic ground response by finite element modelling

Daniela Boldini, Gaetano Elia, Angelo Amorosi, 2010 .

Fully Coupled Dynamic Analysis of a Real Earth Dam Overlaying a Stiff Natural Clayey Deposit Using an Advanced Constitutive Model

Gaetano Elia, Angelo Amorosi, 2008 .

A class C prediction of the settlements induced in a historical masonry structure by the excavation of shallow twin tunnels

Gianmarco De Felice, Daniela Boldini, Angelo Amorosi, 2013 .

SETTLEMENT PREDICTION OF AN HISTORIC MASONRY DUE TO TUNNEL EXCAVATION TAKING INTO ACCOUNT SOIL-STRUCTURE INTERACTION

Gianmarco De Felice, Angelo Amorosi, Marialaura Malena, 2012 .

The soilmodels.info project

Antonio Gens, Gioacchino Viggiani, David Muir Wood, 2008 .

Multidirectional bender element measurements in the triaxial cell: equipment set-up and signal interpretation

Angelo Amorosi, Federica Cotecchia, G. Mitaritonna, 2010 .

TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5

Daniela Boldini, Angelo Amorosi, V. Fargnoli, 2013 .

Finite Element modelling of tunnelling-induced displacements on framed structures

Daniela Boldini, Nunzio Losacco, Angelo Amorosi, 2018, Tunnelling and Underground Space Technology.

Tunnelling-induced deformation and damage on historical masonry structures

Daniela Boldini, Angelo Amorosi, G. de Felice, 2014 .

SMALL-STRAIN STIFFNESS OF RECONSTITUTED CLAY COMPRESSED ALONG CONSTANT TRIAXIAL EFFECTIVE STRESS RATIO PATHS

Giulia M.B. Viggiani, Angelo Amorosi, S. Rampello, 1997 .

Elastic moduli of soils dependent on pressure: a hyperelastic formulation

Guy T. Houlsby, Angelo Amorosi, G. Houlsby, 2005 .

Experimental investigation of the evolution of elastic stiffness anisotropy in a clayey soil

Angelo Amorosi, Federica Cotecchia, G. Mitaritonna, 2014 .

Application of a new constitutive model to the analysis of plate load tests in a pyroclastic rock

Stefano Aversa, Daniela Boldini, Angelo Amorosi, 2015 .

A constitutive model for structured soils

Angelo Amorosi, M. Kavvadas, M. Kavvadas, 2000 .

Coupling plasticity and energy-conserving elasticity models for clays

Ronaldo I. Borja, Angelo Amorosi, Claudio Tamagnini, 1997 .

3D numerical modelling of soil–structure interaction during EPB tunnelling

Daniela Boldini, Angelo Amorosi, Carmine Gerardo Gragnano, 2015 .