Three-dimensional finite element modelling for consolidation due to groundwater withdrawal in a desaturating anisotropic aquifer system
DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199905)23:6<549::AID-NAG983>3.0.CO;2-Y" /><549::AID-NAG983>3.0.CO;2-Y 10.1002/(SICI)1096-9853(199905)23:6<549::AID-NAG983>3.0.CO;2-YzbMath0941.74066OpenAlexW2158680724MaRDI QIDQ4248795
Publication date: 7 August 2000
Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199905)23:6<549::aid-nag983>3.0.co;2-y
Galerkin finite element methodthree-dimensional consolidationporoelastic modelcross-anisotropic soil aquiferdesaturating anisotropic porous mediagroundwater withdrawalisotropic soil aquifer
Hydrology, hydrography, oceanography (86A05) Anisotropy in solid mechanics (74E10) Finite element methods applied to problems in solid mechanics (74S05) Flows in porous media; filtration; seepage (76S05) Soil and rock mechanics (74L10)
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Cites Work
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- Theory of Elasticity and Consolidation for a Porous Anisotropic Solid
- Analysis of a point sink embedded in a porous elastic half space
- Elastic consolidation around a point sink embedded in a half-space with anisotropic permeability
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- Finite element modelling of three‐phase flow in deforming saturated oil reservoirs
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- Finite element modelling for simulating the surface subsidence above a compacting hydrocarbon reservoir
- FINITE ELEMENT MODELLING FOR LAND DISPLACEMENTS DUE TO PUMPING
- Theory of Laminar Flames
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