A fully coupled finite element analysis of water-table fluctuation and land deformation in partially saturated soils due to surface loading

DOI<link itemprop=identifier href="https://doi.org/10.1002/1097-0207(20001130)49:9<1101::AID-NME1>3.0.CO;2-K" /><1101::AID-NME1>3.0.CO;2-K 10.1002/1097-0207(20001130)49:9<1101::AID-NME1>3.0.CO;2-KzbMath1012.74073OpenAlexW2028656344MaRDI QIDQ2701958

Junmo Kim

Publication date: 19 June 2003

Full work available at URL: https://doi.org/10.1002/1097-0207(20001130)49:9<1101::aid-nme1>3.0.co;2-k

zbMATH Keywords

Galerkin finite element methodporoelasticitypartially saturated soilssurface loadingunsaturated zonegroundwater flow fieldland deformationone-dimensional consolidation problemsoil columnsolid skeleton deformation fieldtwo-dimensional consolidation problemwater-table fluctuation

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Fluid-solid interactions (including aero- and hydro-elasticity, porosity, etc.) (74F10) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05)

Related Items (2)

A coupled discrete element-finite difference approach for modeling mechanical response of fluid-saturated porous materials ⋮ Analytical solution to 1D coupled water infiltration and deformation in unsaturated soils

Uses Software

• MA28
• Unnamed Item

Cites Work

• Unnamed Item

This page was built for publication: A fully coupled finite element analysis of water-table fluctuation and land deformation in partially saturated soils due to surface loading