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A platform for research: civil engineering, architecture and urbanism
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
Abstract The paper presents the experimental investigation and analysis of the non-linear elasto-plastic stress–strain behaviour of normally consolidated lacustrine clay. Drained triaxial stress path tests were performed on natural block samples of Swiss lacustrine clay. Data were analysed using plasticity theory and the shape and extent of kinematic yield and bounding surfaces were determined and found to be elliptical but not congruent. Cross-anisotropic elasticity was used to quantify elastic strains to permit plastic strain increment vectors and hence a plastic potential surface to be defined.
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
Abstract The paper presents the experimental investigation and analysis of the non-linear elasto-plastic stress–strain behaviour of normally consolidated lacustrine clay. Drained triaxial stress path tests were performed on natural block samples of Swiss lacustrine clay. Data were analysed using plasticity theory and the shape and extent of kinematic yield and bounding surfaces were determined and found to be elliptical but not congruent. Cross-anisotropic elasticity was used to quantify elastic strains to permit plastic strain increment vectors and hence a plastic potential surface to be defined.
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
Messerklinger, S. (author) / Springman, S. M. (author)
2009
Article (Journal)
English
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
| Online Contents | 2009
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
| Springer Verlag | 2010
Non-Linear Elasto-Plastic Behaviour of Lacustrine Clay
| British Library Online Contents | 2010
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