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Characteristics and integration of undrained response of silty soils
Luleå University of Technology.
Chalmers University of Technology, Sweden.
University of Colorado, Boulder, USA.
Luleå University of Technology.
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1989 (English)In: Numerical models in geomechanics: [the proceedings of the 3rd International Symposium on Numerical Models in Geomechanics held on 8 - 11 May 1989, Niagara Falls, Canada / [ed] S. Pietruszczak; Gyanendra Nath Pande, London: Elsevier, 1989, p. 195-203Conference paper, Published paper (Refereed)
Abstract [en]

Constitutive behaviour of silt is discussed with emphasis on undrained response. Triaxial undrained tests performed on silt shows contractant behaviour at small strains but dilatant behaviour at higher strains, whereafter the soil fails. A constitutive model for silt based on elastoplacticity is proposed and numerically investigated
Place, publisher, year, edition, pages
London: Elsevier, 1989. p. 195-203
National Category
Geotechnical Engineering and Engineering Geology
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-37345Scopus ID: 2-s2.0-0024813188Local ID: b56c2850-599f-11de-9f57-000ea68e967bISBN: 1-85166-346-0 (print)OAI: oai:DiVA.org:ltu-37345DiVA, id: diva2:1010843
Conference
International Symposium on Numerical Models in Geomechanics : 05/05/1989 - 08/05/1989
Note

Godkänd; 1989; 20090615 (andbra)

Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2025-10-22Bibliographically approved

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