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Analysis of axial strain induced by 3-D consolidation of cohesive soils - MaRDI portal

Analysis of axial strain induced by 3-D consolidation of cohesive soils

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Publication:4222662

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DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199806)22:6<495::AID-NAG935>3.0.CO;2-9" /><495::AID-NAG935>3.0.CO;2-9 10.1002/(SICI)1096-9853(199806)22:6<495::AID-NAG935>3.0.CO;2-9zbMath0911.73054OpenAlexW2020030209MaRDI QIDQ4222662

No author found.

Publication date: 16 May 1999

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199806)22:6<495::aid-nag935>3.0.co;2-9

zbMATH Keywords

clay consolidation component constant volume component static vertical loading time-dependent response of pile groups triaxial laboratory tests undrained stress-strain relationship

Mathematics Subject Classification ID

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

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