Elastoplastic subsidence models with and without capillary effects

DOI10.1016/S0045-7825(98)00222-9zbMath0956.74027MaRDI QIDQ1964296

Luciano Simoni, V. A. Salomoni, Bernhard A. Schrefler

Publication date: 12 March 2001

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

zbMATH Keywords

elastoplastic behaviourelastic behaviourcapillary effectsreservoir compactiongas reservoirsurface subsidence

Mathematics Subject Classification ID

Small-strain, rate-independent theories of plasticity (including rigid-plastic and elasto-plastic materials) (74C05) Soil and rock mechanics (74L10) Potentials, prospecting (86A20)

Related Items (5)

Unnamed Item ⋮ Parameter identification for a suction-dependent plasticity model ⋮ Elastoplastic subsidence models with and without capillary effects ⋮ Implicit scheme for integrating constitutive model of unsaturated soils with coupling hydraulic and mechanical behavior ⋮ Implicit integration of a generalized plasticity constitutive model for partially saturated soil

Cites Work

• Unnamed Item
• Unnamed Item
• Elastoplastic subsidence models with and without capillary effects
• Generalized plasticity and the modelling of soil behaviour

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