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MiraPlace
none4noneTonni L.; Mira P.; Pastor M.; Fernandez Merodo J.A.Tonni L.; Mira P.; Pastor M.; Fernandez Merodo J.A
Nonlinear finite element method with eight noded isoparametric quadrilateral element is used for pre...
The mechanical behavior of granular materials is characterized by strong nonlinearity and irreversib...
ABSTRACT. The study developed in this work is focused on constitutive modelling of saturated and uns...
A Generalized Plasticity model, originally developed for the analysis of sandy soil behaviour, is mo...
The aim of this doctoral study is to develop and implement a material model for granular materials. ...
The objective of this paper is to assess the predictive capability of different classes of extended ...
A Generalized Plasticity model, originally developed for the analysis of sandy soil behaviour, is mo...
© 2020 Union of Croatian Civil Engineers and Technicians. All rights reserved. Numerical procedure f...
AbstractSoil undergoes both elastic and plastic deformations under different loading conditions. A r...
A new constitutive model for granular soils is introduced. The primary objective of this study was t...
Nonlinear finite element method with eight noded isoparametric quadrilateral element is used for pre...
The mechanical behavior of granular materials is characterized by strong nonlinearity and irreversib...
ABSTRACT. The study developed in this work is focused on constitutive modelling of saturated and uns...
A Generalized Plasticity model, originally developed for the analysis of sandy soil behaviour, is mo...
The aim of this doctoral study is to develop and implement a material model for granular materials. ...
The objective of this paper is to assess the predictive capability of different classes of extended ...
A Generalized Plasticity model, originally developed for the analysis of sandy soil behaviour, is mo...
© 2020 Union of Croatian Civil Engineers and Technicians. All rights reserved. Numerical procedure f...
AbstractSoil undergoes both elastic and plastic deformations under different loading conditions. A r...
A new constitutive model for granular soils is introduced. The primary objective of this study was t...
Nonlinear finite element method with eight noded isoparametric quadrilateral element is used for pre...
The mechanical behavior of granular materials is characterized by strong nonlinearity and irreversib...
ABSTRACT. The study developed in this work is focused on constitutive modelling of saturated and uns...
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