On the volumetric deformation of reconstituted soils

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(200002)24:2<101::AID-NAG55>3.0.CO;2-O" /><101::AID-NAG55>3.0.CO;2-O 10.1002/(SICI)1096-9853(200002)24:2<101::AID-NAG55>3.0.CO;2-OzbMath0980.74042OpenAlexW1986717506MaRDI QIDQ4486849

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Publication date: 4 March 2002

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(200002)24:2<101::aid-nag55>3.0.co;2-o

zbMATH Keywords

parametric analysismixed modelvolumetric hardeningisotropic loadingreconstituted soilselastic virgin-yielding materialisotropic unleadingmodified Cam-Clay soil modelmonotonic shearingnon-uniform cyclic shearingsub-yielding virgin-yielding materialuniform cyclic loading

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Related Items (2)

A general method for defining the number of cycles of repeated loading ⋮ Modelling long-term deformation of granular soils incorporating the concept of fractional calculus

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