Liquefaction phenomena in fluid-saturated soil based on the Theory of Porous Media and the framework of elasto-plasticity
DOI10.1002/zamm.201200220zbMath1297.74073OpenAlexW1819227298MaRDI QIDQ2925415
Maik Schenke, Wolfgang Ehlers, Bernd Markert
Publication date: 22 October 2014
Published in: ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1002/zamm.201200220
Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
Uses Software
Cites Work
- Deformation and localization analysis of partially saturated soil
- The development of the concept of effective stresses
- An inverse algorithm for the identification and the sensitivity analysis of the parameters governing micropolar elasto-plastic granular material
- Incompressible porous media models by use of the theory of mixtures
- Compressible porous media models by use of the theory of mixtures
- A single-surface yield function for geomaterials
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
- Non-linear seismic response and liquefaction
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