A possible critical state framework for unsaturated compacted soils
Tarantino, Alessandro (2007) A possible critical state framework for unsaturated compacted soils. Geotechnique, 57 (4). pp. 385-389. ISSN 0016-8505 (https://doi.org/10.1680/geot.2007.57.4.385)
Full text not available in this repository.Request a copyAbstract
Elasto-plastic models have recently been proposed to account for coupling between mechanical behaviour and water retention behaviour in unsaturated soils.
ORCID iDs
Tarantino, Alessandro ORCID: https://orcid.org/0000-0001-6690-748X;-
-
Item type: Article ID code: 46713 Dates: DateEvent1 May 2007PublishedKeywords: suction, triaxial tests, shear strength, constitutive relations, compaction, partial saturation, Engineering (General). Civil engineering (General), Geotechnical Engineering and Engineering Geology, Earth and Planetary Sciences (miscellaneous) Subjects: Technology > Engineering (General). Civil engineering (General) Department: Faculty of Engineering > Civil and Environmental Engineering Depositing user: Pure Administrator Date deposited: 17 Feb 2014 12:37 Last modified: 07 Jan 2024 14:55 URI: https://strathprints.strath.ac.uk/id/eprint/46713
CORE (COnnecting REpositories)