Elastic visco-plastic consolidation modelling of clay foundation at Berthierville test embankment

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(20000425)24:5<491::AID-NAG78>3.0.CO;2-V" /><491::AID-NAG78>3.0.CO;2-V 10.1002/(SICI)1096-9853(20000425)24:5<491::AID-NAG78>3.0.CO;2-VzbMath0973.74594OpenAlexW1979806530MaRDI QIDQ4956147

Guofu Zhu, Jian Hua Yin

Publication date: 21 November 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(20000425)24:5<491::aid-nag78>3.0.co;2-v

zbMATH Keywords

compressioncreepconsolidation analysisclay layerBerthierville test embankmentcase historynonlinear one-dimensional elastic visco-plastic model

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (1)

A one-dimensional strain-rate based model for soft structured clays

Cites Work

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