Dynamics of unsaturated soils using various finite element formulations
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Publication:2856344
DOI10.1002/nag.737zbMath1273.74301OpenAlexW1975219073MaRDI QIDQ2856344
Kanthasamy K. Muraleetharan, N. Ravichandran
Publication date: 24 October 2013
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.737
complete formulationfully coupled analysisfinite element frameworkdynamics of unsaturated soilsreduced formulations
Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)
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Cites Work
- A continuum theory of porous media saturated by multiple immiscible fluids. I: Linear poroelasticity
- Dynamic behaviour of saturated porous media; The generalized Biot formulation and its numerical solution
- A uniform strain hexahedron and quadrilateral with orthogonal hourglass control
- Mixed and Hybrid Finite Element Methods
- Multiphase flow in deforming porous media and finite element solutions
- Consistent linearization in mechanics of solids and structures
- A fully coupled non‐linear dynamic analysis procedure and its verification using centrifuge test results
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