Fully coupled global equations for hydro-mechanical analysis of unsaturated soils
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Publication:2033615
DOI10.1007/s00466-020-01922-1OpenAlexW3089006433WikidataQ113326829 ScholiaQ113326829MaRDI QIDQ2033615
Majidreza Nazem, Yue Zhang, John P. Carter, An-Nan Zhou
Publication date: 17 June 2021
Published in: Computational Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s00466-020-01922-1
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- Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior
- Deformation and localization analysis of partially saturated soil
- Aspects of finite element implementation of critical state models
- A constitutive model for unsaturated soils: thermomechanical and computational aspects
- A micro-mechanical model for unsaturated soils based on DEM
- Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis
- Multiphase flow in deforming porous media and finite element solutions
- Finite element formulation and algorithms for unsaturated soils. Part I: Theory
- Adaptation of existing behaviour models to unsaturated states: application to CJS model
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