Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
A Simple Elastoplastic Model for Soils and Soft Rocks
A simple elastoplastic strainhardening model of soil and soft rock behaviour is presented. The physical meaning of the few constitutive parameters characterising the constitutive law is discussed and the procedure for their determination is outlined. Typical values of the parameters for various types of geomaterials are given. Examples of model performance in drained and undrained tests is illustrated, both for axisymmetric and fully three dimensional loading conditions.
A Simple Elastoplastic Model for Soils and Soft Rocks
A simple elastoplastic strainhardening model of soil and soft rock behaviour is presented. The physical meaning of the few constitutive parameters characterising the constitutive law is discussed and the procedure for their determination is outlined. Typical values of the parameters for various types of geomaterials are given. Examples of model performance in drained and undrained tests is illustrated, both for axisymmetric and fully three dimensional loading conditions.
A Simple Elastoplastic Model for Soils and Soft Rocks
Nova, Roberto (Autor:in)
Geo-Frontiers Congress 2005 ; 2005 ; Austin, Texas, United States
Soil Constitutive Models ; 380-399
24.01.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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