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Publications tagged with [state parameter]

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<p>Soil liquefaction is conventionally evaluated through an empirical framework based on accumulated experience from case histories - the "NCEER Method". However, the empirical framework contains inconsistent physics and characterizations that are unrelated ...
Reference: 5th International Conference on Earthquake Geotechnical Engineering, January 2011, 10-13, Santiago, Chile
This paper presents the multiaxial formulation of a plasticity model for sand under cyclic shearing.
Reference: Soil Dynamics and Earthquake Engineering 22 (2002) 1941-204