Cavitation modelling in saturated geomaterials with application to dynamic strain localization

DOI<109::AID-FLD653>3.0.CO;2-M 10.1002/(SICI)1097-0363(199801)27:1/4<109::AID-FLD653>3.0.CO;2-MzbMath0904.76046OpenAlexW2060181871MaRDI QIDQ4397265

Dariusz Gawin, Bernhard A. Schrefler, Lorenzo Sanavia

Publication date: 19 January 1999

Full work available at URL: https://doi.org/10.1002/(sici)1097-0363(199801)27:1/4<109::aid-fld653>3.0.co;2-m

zbMATH Keywords

saturated porous mediavapour pressurewater pressuremultiphase porous materialdynamic fluid-structure interactionisothermal two-phase flow approachpore water traction

Mathematics Subject Classification ID

Flows in porous media; filtration; seepage (76S05) Finite element methods applied to problems in fluid mechanics (76M10) Geophysical solid mechanics (74L05)

Related Items (3)

\(u\)-\(w\) formulation for dynamic problems in large deformation regime solved through an implicit meshfree scheme ⋮ Formulation and finite element implementation of a multiplicative model of coupled poro-plasticity at finite strains under fully saturated conditions ⋮ Finite element analysis of non-isothermal multiphase geomaterials with application to strain localization simulation

Cites Work

• Large strain static and dynamic semisaturated soil behaviour
• Coupled heat, water and gas flow in deformable porous media
• Static and dynamic behaviour of soils : a rational approach to quantitative solutions. I. Fully saturated problems
• Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems

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