TY - BOOK
T1 - A Modified Critical State Two-surface Plasticity Model for Sand
T2 - Theory and Implementation
AU - Bakmar, Christian LeBlanc
AU - Hededal, O.
AU - Ibsen, Lars Bo
PY - 2008
Y1 - 2008
N2 - This paper provides background information and documentation for the implementation of a robust plasticity model as a user-subroutine in the commercial finite difference code, FLAC3D by Itasca. The plasticity model presented is equal to the 3 dimensional critical state two-surface plasticity model for sands by Manzari et al., but uses a modified multi-axial surface formulation based on a versatile shape function prescribing a family of smooth and convex contours in the π-plane. The model is formulated within the framework of critical state soil mechanics and is capable of accurately simulating volumetric and stress-strain behaviour under monotonic and cyclic loading and thereby related observations like accumulation of pore pressure, cyclic mobility and cyclic liquefaction. The plasticity model is implemented with an integration scheme based on the general return mapping algorithm. The integration scheme faces convergence difficulties, primarily at very low mean effective stresses. The convergence problems are addressed by suitable correction strategies designed to add robustness, stability and efficiency to the integration scheme. An outline of all model parameters is given with suggestions for parameter reductions.
AB - This paper provides background information and documentation for the implementation of a robust plasticity model as a user-subroutine in the commercial finite difference code, FLAC3D by Itasca. The plasticity model presented is equal to the 3 dimensional critical state two-surface plasticity model for sands by Manzari et al., but uses a modified multi-axial surface formulation based on a versatile shape function prescribing a family of smooth and convex contours in the π-plane. The model is formulated within the framework of critical state soil mechanics and is capable of accurately simulating volumetric and stress-strain behaviour under monotonic and cyclic loading and thereby related observations like accumulation of pore pressure, cyclic mobility and cyclic liquefaction. The plasticity model is implemented with an integration scheme based on the general return mapping algorithm. The integration scheme faces convergence difficulties, primarily at very low mean effective stresses. The convergence problems are addressed by suitable correction strategies designed to add robustness, stability and efficiency to the integration scheme. An outline of all model parameters is given with suggestions for parameter reductions.
KW - Constitutive Modeling
KW - Granular Materials
KW - Critical State
KW - Bounding Surface
KW - Return Mapping Method
KW - Implementation Strategy
KW - Critical State
KW - Bounding Surface
KW - Return Mapping Method
KW - Constitutive Modeling
KW - Implementation Strategy
KW - Granular Materials
M3 - Book
T3 - DCE Technical Memorandum
BT - A Modified Critical State Two-surface Plasticity Model for Sand
PB - Department of Civil Engineering, Aalborg University
CY - Aalborg
ER -