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Three-dimensional elasto-plastic model for unsaturated compacted soils with different initial densities

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Publication:4464189
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DOI10.1002/nag.313zbMath1042.74541OpenAlexW1981916890WikidataQ57970957 ScholiaQ57970957MaRDI QIDQ4464189

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Publication date: 27 May 2004

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.313


zbMATH Keywords

collapseconstitutive relationsyield surfacedensity dependencetriaxial testfailure surfaceextended SMP criterion


Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Experimental work for problems pertaining to mechanics of deformable solids (74-05) Soil and rock mechanics (74L10)


Related Items (3)

Influence of the saturation-suction relationship in the formulation of non-saturated soil consolidation models ⋮ Structural bonding-breakage constitutive model for natural unsaturated clayey soils ⋮ A versatile mathematical approach for environmental geomechanic modelling based on stress state decomposition




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