Anisotropy of Undrained Shear Strength of an Over-Consolidated Soil by Triaxial and Plane Strain Tests

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A finite-strain hyperviscoplastic model and undrained triaxial tests of peat

1 Gavin and Doherty Geosolutions, Unit A2, Nutgrove Office Park, D14 X627, Ireland. 2 Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, College Green, Dublin 2, Ireland. 3 Department of Environmental Informatics, Helmholtz Centre for Environmental Research GmbH UFZ, Permoserstr. 15, 04318 Leipzig, Germany. 4 Department of Mechanical and Manufacturing Enginee...

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ژورنال

عنوان ژورنال: Soils and Foundations

سال: 1999

ISSN: 0038-0806

DOI: 10.3208/sandf.39.21