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Flow liquefaction instability prediction using finite elements
Abstract In this paper, a mathematical criterion based on bifurcation theory is developed to predict the onset of liquefaction instability in fully saturated porous media under static and dynamic loading conditions. The proposed liquefaction criterion is general and can be applied to any elastoplastic constitutive model. Since the liquefaction criterion is only as accurate as the underlying constitutive model utilized, the modified Manzari–Dafalias model is chosen for its accuracy, relative simplicity and elegance. Moreover, a fully implicit return mapping algorithm is developed for the numerical implementation of the Manzari–Dafalias model, and a consistent tangent operator is derived to obtain optimal convergence with finite elements. The accuracy of the implementation is benchmarked against laboratory experiments under monotonic and cyclic loading conditions, and a qualitative boundary value problem. The framework is expected to serve as a tool to enable prediction of liquefaction occurrence in the field under general static and dynamic conditions. Further, the methodology can help advance our understanding of the phenomenon in the field as it can clearly differentiate between unstable behavior, such as flow liquefaction, and material failure, such as cyclic mobility.
Flow liquefaction instability prediction using finite elements
Abstract In this paper, a mathematical criterion based on bifurcation theory is developed to predict the onset of liquefaction instability in fully saturated porous media under static and dynamic loading conditions. The proposed liquefaction criterion is general and can be applied to any elastoplastic constitutive model. Since the liquefaction criterion is only as accurate as the underlying constitutive model utilized, the modified Manzari–Dafalias model is chosen for its accuracy, relative simplicity and elegance. Moreover, a fully implicit return mapping algorithm is developed for the numerical implementation of the Manzari–Dafalias model, and a consistent tangent operator is derived to obtain optimal convergence with finite elements. The accuracy of the implementation is benchmarked against laboratory experiments under monotonic and cyclic loading conditions, and a qualitative boundary value problem. The framework is expected to serve as a tool to enable prediction of liquefaction occurrence in the field under general static and dynamic conditions. Further, the methodology can help advance our understanding of the phenomenon in the field as it can clearly differentiate between unstable behavior, such as flow liquefaction, and material failure, such as cyclic mobility.
Flow liquefaction instability prediction using finite elements
Mohammadnejad, Toktam (Autor:in) / Andrade, José E. (Autor:in)
Acta Geotechnica ; 10 ; 83-100
30.07.2014
18 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Finite element analysis , Fully implicit return mapping algorithm , Granular materials , Liquefaction instability , Manzari–Dafalias plasticity model , Static and dynamic liquefaction Engineering , Geoengineering, Foundations, Hydraulics , Continuum Mechanics and Mechanics of Materials , Geotechnical Engineering & Applied Earth Sciences , Soil Science & Conservation , Soft and Granular Matter, Complex Fluids and Microfluidics , Structural Mechanics
Flow liquefaction instability prediction using finite elements
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Flow liquefaction instability prediction using finite elements
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Criterion for Flow Liquefaction Instability
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