An elasto-plastic three phase model for partially saturated soil for the finite element simulation of compressed air support in tunnelling

DOI10.1002/NAG.828zbMath1273.74291OpenAlexW2062964841MaRDI QIDQ2854864

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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.828

zbMATH Keywords

finite element methodtheory of porous mediacompressed airpartially saturated soilshield tunnelling

Mathematics Subject Classification ID

Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10)

Related Items (3)

Modeling fracture propagation in a rock‐water‐air system with the assumed enhanced strain method ⋮ Modeling of coupled deformation, water flow and gas transport in soil slopes subjected to rain infiltration ⋮ Hydraulic hysteresis effects on the coupled flow-deformation processes in unsaturated soils: numerical formulation and slope stability analysis

Cites Work

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• A Time Integration Algorithm for Structural Dynamics With Improved Numerical Dissipation: The Generalized-α Method
• A 3D finite element simulation model for TBM tunnelling in soft ground
• Mixed and Hybrid Finite Element Methods
• CASM: a unified state parameter model for clay and sand
• Finite element formulation and algorithms for unsaturated soils. Part I: Theory
• Analysis of the solid phase stress tensor in multiphase porous media

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