Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
From MaRDI portal
Publication:1241338
DOI10.1016/0020-7683(77)90073-7zbMath0365.73098OpenAlexW1979591352MaRDI QIDQ1241338
Publication date: 1977
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/0020-7683(77)90073-7
Related Items
A constitutive model with microstructure evolution for flow of rate-independent granular materials ⋮ A single-surface yield function for geomaterials ⋮ Benchmarks for the evolution of shear localisation with large relative sliding in frictional materials ⋮ A mathematical model for soils ⋮ FE-investigations of micro-polar boundary conditions along interface between soil and structure ⋮ A mathematical approach to establishing constitutive models for geomaterials ⋮ Effect of fabric anisotropy on shear localization in sand during plane strain compression ⋮ Mechanical analysis of interaction between plant roots and rock and soil mass in slope vegetation ⋮ FE-studies on shear localization in an anisotropic micro-polar hypoplastic granular material ⋮ FE analysis of contractant shear zones in loose granular materials ⋮ Formulation of a unified constitutive model for clays and sands ⋮ A generalized anisotropic failure criterion for geomaterials ⋮ On the numerical integration of three-invariant elastoplastic constitutive models. ⋮ Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics ⋮ Multi-potential based discontinuous bifurcation model for jointed rock masses and its application. ⋮ Return mapping for nonsmooth and multiscale elastoplasticity ⋮ AN EFFICIENT PSEUDO THREE-DIMENSIONAL FINITE ELEMENT MODEL: PRESENTATION AND ANALYSIS OF TWO SOIL/FOUNDATION INTERACTION PROBLEMS ⋮ Plasticity models for soil, granular and jointed rock materials ⋮ Application of an advanced multi-surface kinematic constitutive soil model ⋮ Ill- and well-posed models of granular flow ⋮ Computational modeling of deformation bands in granular media. I: Geological and mathematical framework ⋮ Modeling of a cyclic plane strain compression-extension test in granular bodies within a polar hypoplasticity ⋮ On the problem of cavity expansion in unsaturated soils ⋮ Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression ⋮ Non-coaxiality and stress-dilatancy rule in granular materials: FE investigation within micro-polar hypoplasticity ⋮ Development in modeling cyclic loading of sands based on kinematic hardening ⋮ A yield criterion for isotropic and cross-anisotropic cohesive-frictional materials ⋮ A new method to calculate the equivalent Mohr-Coulomb friction angle for cohesive and frictional materials ⋮ On generalization of constitutive models from two dimensions to three dimensions ⋮ Rotational kinematic hardening model for three-dimensional stress reversals in sand ⋮ Two non-associated isotropic elastoplastic hardening models for frictional materials ⋮ Constitutive equations for planar deformations of rigid-plastic materials ⋮ A hyperbolic well-posed model for the flow of granular materials ⋮ Incrementalization of a single hardening constitutive model for frictional materials