Settlement-time behaviour of granular embankments

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(200003)24:3<281::AID-NAG66>3.0.CO;2-S" /><281::AID-NAG66>3.0.CO;2-S 10.1002/(SICI)1096-9853(200003)24:3<281::AID-NAG66>3.0.CO;2-SzbMath0974.74038OpenAlexW1977945421MaRDI QIDQ4484647

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Publication date: 7 January 2001

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(200003)24:3<281::aid-nag66>3.0.co;2-s

zbMATH Keywords

finite elementsviscoelasticitycreepstandard linear solidviscoelastic parametersrockfillgranular embankmentsquasi-oedometric conditions

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Granularity (74E20) Soil and rock mechanics (74L10)

Related Items (2)

Creep analysis of high concrete-faced rockfill dam ⋮ Discrete modelling of time-dependent rockfill behaviour

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