Use of coupled finite element analysis in unsaturated soil problems

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(200001)24:1<73::AID-NAG54>3.0.CO;2-Y" /><73::AID-NAG54>3.0.CO;2-Y 10.1002/(SICI)1096-9853(200001)24:1<73::AID-NAG54>3.0.CO;2-YzbMath0958.76047OpenAlexW2052989879MaRDI QIDQ4943453

J. C. Small, A. K. L. Ng

Publication date: 16 March 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(200001)24:1<73::aid-nag54>3.0.co;2-y

zbMATH Keywords

finite element methodunsaturated soilsseepageBiot's consolidation theory

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Finite element methods applied to problems in fluid mechanics (76M10) Computational methods for problems pertaining to geophysics (86-08)

Related Items (1)

Influence of the saturation-suction relationship in the formulation of non-saturated soil consolidation models

Cites Work

• Unnamed Item
• Elasto-plastic consolidation of soil
• An adaptive finite element approach for the free surface seepage problem
• Two numerical schemes for nonlinear consolidation
• Consolidation analysis for partly saturated clay by using an elastic–plastic effective stress–strain model
• Finite element residual schemes for unconfined flow
• Finite element free surface seepage analysis without mesh iteration
• PLANE STRAIN AND AXIALLY SYMMETRIC CONSOLIDATION OF A CLAY LAYER ON A SMOOTH IMPERVIOUS BASE
• Flow of compressible fluid in porous elastic media

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