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A micro mechanical model for isotropic cyclic loading of isotropically clastically compressed soil

โœ Scribed by G. R. McDowell; M. D. Bolton


Publisher
Springer
Year
1999
Tongue
English
Weight
189 KB
Volume
1
Category
Article
ISSN
1434-5021

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A constitutive model for describing the stress-strain behaviour of granular soils subjected to cyclic loading is presented. The model is formulated using bounding surface theory within a critical state framework. A single set of material parameters is introduced for the complete characterization of