Finite element analysis of consolidation of layered clay soils using an elastic visco-plastic model

DOI<355::AID-NAG975>3.0.CO;2-D 10.1002/(SICI)1096-9853(19990410)23:4<355::AID-NAG975>3.0.CO;2-DzbMath0932.74073OpenAlexW1975172032MaRDI QIDQ4243405

Jian Hua Yin, Guofu Zhu

Publication date: 13 March 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(19990410)23:4<355::aid-nag975>3.0.co;2-d

zbMATH Keywords

compressiontrapezoidal formulacreep parametersinitial in situ stress/strain statesmodified Newton iteration schemeporewater

Mathematics Subject Classification ID

Small-strain, rate-dependent theories of plasticity (including theories of viscoplasticity) (74C10) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (3)

Elastic visco-plastic consolidation modelling of clay foundation at Berthierville test embankment ⋮ Numerical characteristics of a simple finite element formulation for consolidation analysis ⋮ Finite element consolidation analysis of soils with vertical drain

Cites Work

• Two numerical schemes for nonlinear consolidation

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