CS2: A PIECEWISE-LINEAR MODEL FOR LARGE STRAIN CONSOLIDATION

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199707)21:7<453::AID-NAG887>3.0.CO;2-B" /><453::AID-NAG887>3.0.CO;2-B 10.1002/(SICI)1096-9853(199707)21:7<453::AID-NAG887>3.0.CO;2-BzbMath0915.73047OpenAlexW2060059359MaRDI QIDQ4362162

James D. Berles, Patrick J. Fox

Publication date: 28 October 1997

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199707)21:7<453::aid-nag887>3.0.co;2-b

zbMATH Keywords

self-weightcompressibilityvariable hydraulic conductivitynonlinear constitutive equationsTerzaghi theory

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Finite difference methods applied to problems in solid mechanics (74S20)

Related Items (3)

Numerical solution of nonlinear large strain consolidation based on non-Darcian flow ⋮ Theoretical investigation of the effects of consolidation on contaminant transport through clay barriers ⋮ Numerical solution of a nonlinear model for self-weight solids' settlement

Cites Work

• Unnamed Item
• The consolidation of a soil stratum, including self‐weight effects and large strains

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