Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction

DOI10.1002/nag.875zbMath1273.74201OpenAlexW2118682517MaRDI QIDQ2854932

George D. Bouckovalas, Konstantinos I. Andrianopoulos, Achilleas G. Papadimitriou

Publication date: 24 October 2013

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.875

zbMATH Keywords

plasticityliquefactionexplicit integrationbounding surfaceautomatic substeppingcritical state models

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Soil and rock mechanics (74L10)

Related Items (2)

Determination of an image point on a surface based on a \(\pi\) plane-based algorithm ⋮ Explicit Integration Algorithm of the Bounding Surface Model Based on Swell–Shrink Rules for Cyclic Behaviors of Clay

Uses Software

• FLAC

Cites Work

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• Substepping schemes for the numerical integration of elastoplastic stress–strain relations
• Mixed discretization procedure for accurate modelling of plastic collapse
• FEM-FDM coupled liquefaction analysis of a porous soil using an elasto-plastic model
• Implicit numerical integration for a kinematic hardening soil plasticity model
• A Generalized Backward Euler algorithm for the numerical integration of an isotropic hardening elastoplastic model for mechanical and chemical degradation of bonded geomaterials
• A kinematic hardening constitutive model for sands: the multiaxial formulation
• Explicit stress integration of complex soil models
• The “Pegasus” method for computing the root of an equation
• Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function

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