List of works - Claudio Tamagnini

A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials

A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil

A finite deformation second gradient theory of plasticity

article by René Chambon et al published November 2001 in Comptes Rendus Mecanique

A hypoplastic macroelement model for shallow foundations under monotonic and cyclic loads

article by Diana Salciarini & Claudio Tamagnini published 21 April 2009 in Acta Geotechnica

A model for coupled electro-hydro-mechanical processes in fine grained soils accounting for gas generation and transport

scientific article

A second gradient elastoplastic cohesive-frictional model for geomaterials

A strain space gradient plasticity theory for finite strain

Advanced numerical modeling of seismic response of a propped r.c. diaphragm wall

An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils

article by Claudio Tamagnini et al published July 2005 in Journal of Engineering Mathematics

Cam-Clay plasticity part III: Extension of the infinitesimal model to include finite strains

article by Ronaldo I. Borja & Claudio Tamagnini published March 1998 in Computer Methods in Applied Mechanics and Engineering

Consolidación elastoplástica con deformaciones finitas. Implementación con elementos finitos y ejemplos numéricos

scholarly article

Coupling Plasticity and Energy-Conserving Elasticity Models for Clays

article by Ronaldo I. Borja et al published October 1997 in Journal of Geotechnical and Geoenvironmental Engineering

Critical Accelerations for Propped Diaphragm Walls in Sand by Finite Element Limit Analysis

Critical softening in Cam-Clay plasticity: Adaptive viscous regularization, dilated time and numerical integration across stress–strain jump discontinuities

Directional response of a reconstituted fine-grained soil—Part I: experimental investigation

Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models

article

Discrete element modeling of debris-avalanche impact on earthfill barriers

Elastoplastic consolidation at finite strain part 2: finite element implementation and numerical examples

Evaluation of different strategies for the integration of hypoplastic constitutive equations: Application to the CLoE model

article published in 2000

Ground movements around excavations in granular soils: a few remarks on the influence of the constitutive assumptions on FE predictions

article by Gioacchino Viggiani & Claudio Tamagnini published 2000 in International Journal for Numerical and Analytical Methods in Geomechanics

Physically Based Rainfall Thresholds for Shallow Landslide Initiation at Regional Scales

scholarly article published 2015

Physically – Based Critical Rainfall Thresholds for Unsaturated Soil Slopes

Spatially distributed rainfall thresholds for the initiation of shallow landslides

article by Diana Salciarini et al published 11 March 2011 in Natural Hazards

Stress-dilatancy based modelling of granular materials and extensions to soils with crushable grains

TIAR: Renewable Energy Production, Storage and Distribution; A New Multidisciplinary Approach for the Design of Rural Facility

article

The effect of soil–foundation–structure interaction on the wind-induced response of tall buildings

The soilmodels.info project

Thermomechanical Effects Induced by Energy Piles Operation in a Small Piled Raft

article published in 2015

List of works by Claudio Tamagnini

A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials

A constitutive model for granular materials with grain crushing and its application to a pyroclastic soil

A finite deformation second gradient theory of plasticity

A hypoplastic macroelement model for shallow foundations under monotonic and cyclic loads

A model for coupled electro-hydro-mechanical processes in fine grained soils accounting for gas generation and transport

A second gradient elastoplastic cohesive-frictional model for geomaterials

A strain space gradient plasticity theory for finite strain

Advanced numerical modeling of seismic response of a propped r.c. diaphragm wall

An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils

An assessment of plasticity theories for modeling the incrementally nonlinear behavior of granular soils

Cam-Clay plasticity part III: Extension of the infinitesimal model to include finite strains

Consolidación elastoplástica con deformaciones finitas. Implementación con elementos finitos y ejemplos numéricos

Coupling Plasticity and Energy-Conserving Elasticity Models for Clays

Critical Accelerations for Propped Diaphragm Walls in Sand by Finite Element Limit Analysis

Critical softening in Cam-Clay plasticity: Adaptive viscous regularization, dilated time and numerical integration across stress–strain jump discontinuities

Directional response of a reconstituted fine-grained soil—Part I: experimental investigation

Directional response of a reconstituted fine-grained soil—Part II: performance of different constitutive models

Discrete element modeling of debris-avalanche impact on earthfill barriers

Elastoplastic consolidation at finite strain part 2: finite element implementation and numerical examples

Evaluation of different strategies for the integration of hypoplastic constitutive equations: Application to the CLoE model

Ground movements around excavations in granular soils: a few remarks on the influence of the constitutive assumptions on FE predictions

Physically Based Rainfall Thresholds for Shallow Landslide Initiation at Regional Scales

Physically – Based Critical Rainfall Thresholds for Unsaturated Soil Slopes

Spatially distributed rainfall thresholds for the initiation of shallow landslides

Stress-dilatancy based modelling of granular materials and extensions to soils with crushable grains

TIAR: Renewable Energy Production, Storage and Distribution; A New Multidisciplinary Approach for the Design of Rural Facility

The effect of soil–foundation–structure interaction on the wind-induced response of tall buildings

The soilmodels.info project

Thermomechanical Effects Induced by Energy Piles Operation in a Small Piled Raft

Time-dependent ground movements induced by shield tunneling in soft clay: a parametric study