Modeling of bearing capacity of footings on sand within stochastic micro-polar hypoplasticity
DOI10.1002/NAG.928zbMath1429.74011OpenAlexW2162717326MaRDI QIDQ3084152
Publication date: 15 March 2011
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.928
Granularity (74E20) Soil and rock mechanics (74L10) Proceedings, conferences, collections, etc. pertaining to mechanics of deformable solids (74-06) Polar materials (74A35) Plastic materials, materials of stress-rate and internal-variable type (74C99) Geophysical solid mechanics (74L05) Proceedings, conferences, collections, etc. pertaining to geophysics (86-06) Stochastic and other probabilistic methods applied to problems in solid mechanics (74S60)
Cites Work
- FE-studies on shear localization in an anisotropic micro-polar hypoplastic granular material
- A study of localized deformation pattern in granular media
- Shells with random geometric imperfections simulation-based approach
- Effect of fabric anisotropy on shear localization in sand during plane strain compression
- Computations of size effects in granular bodies within micro-polar hypoplasticity during plane strain compression
- A new representation theorem for isotropic functions: An answer to Professor G. F. Smith's criticism of my papers on representations for isotropic functions I: Scalar-valued isotropic functions
- FE-calculations of stress distribution under prismatic and conical sandpiles within hypoplasticity
- Seismo-hypoplasticity with a granular temperature
- Non-coaxiality and stress-dilatancy rule in granular materials: FE investigation within micro-polar hypoplasticity
- A hypoplastic constitutive model for clays
- Simulation of nonhomogeneous random fields for structural applications
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