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Characteristics and integration of undrained response of silty soils
Luleå tekniska universitet.
Chalmers University of Technology.
University of Colorado, Boulder.
Luleå tekniska universitet.
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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, 195-203 p.Conference 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. 195-203 p.
Research subject
Soil Mechanics
Identifiers
URN: urn:nbn:se:ltu:diva-37345Local ID: b56c2850-599f-11de-9f57-000ea68e967bISBN: 1-85166-346-0OAI: oai:DiVA.org:ltu-37345DiVA: 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: 2016-10-03Bibliographically approved

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