A hypoplastic constitutive model for clays
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Publication:3423310
DOI10.1002/NAG.416zbMath1122.74457OpenAlexW2136200737WikidataQ59335664 ScholiaQ59335664MaRDI QIDQ3423310
Publication date: 20 February 2007
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.416
Related Items (11)
FE-investigations of micro-polar boundary conditions along interface between soil and structure ⋮ Effect of fabric anisotropy on shear localization in sand during plane strain compression ⋮ FE analysis of contractant shear zones in loose granular materials ⋮ FE-calculations of stress distribution under prismatic and conical sandpiles within hypoplasticity ⋮ Boundary effects on behaviour of granular material during plane strain compression ⋮ Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression ⋮ Modeling of bearing capacity of footings on sand within stochastic micro-polar hypoplasticity ⋮ Strain-gradient extension of hypoplasticity ⋮ Debris flows with pore pressure and intergranular friction on rugged topography ⋮ FE-investigation of shear localization in granular bodies under high shear rate ⋮ A hypoplastic model for mechanical response of unsaturated soils
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