Mathematical modelling of monotonic and cyclic undrained clay behaviour
From MaRDI portal
Publication:4142823
DOI10.1002/nag.1610010206zbMath0366.73094OpenAlexW2038574793MaRDI QIDQ4142823
Publication date: 1977
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.1610010206
Related Items
The equivalence of stress- and strain-based plasticity theories ⋮ Consistent tangent moduli for multi-yield-surface \(J_{2}\) plasticity model ⋮ Implicit numerical integration for a kinematic hardening soil plasticity model ⋮ An engineering theory of soil behaviour in unloading and reloading ⋮ Finite element response sensitivity analysis of multi-yield-surface \(J_{2}\) plasticity model by direct differentiation method ⋮ Application of an advanced multi-surface kinematic constitutive soil model ⋮ Multi-mechanism anisotropic model for granular materials ⋮ Cam-Clay plasticity. IV: Implicit integration of anisotropic bounding surface model with nonlinear hyperelasticity and ellipsoidal loading function ⋮ On implicit integration of the bounding surface model based on swell-shrink rules ⋮ On the description of cyclic creep and rate dependent plastic deformation ⋮ Explicit Integration Algorithm of the Bounding Surface Model Based on Swell–Shrink Rules for Cyclic Behaviors of Clay ⋮ Elastoplastic model describing cyclic creeping behaviour of soft clays ⋮ Implicit algorithms for multilayer \(J_2\)-plasticity
Cites Work
