Properties of double porosity clayfills and suitable constitutive models
Properties of double porosity clayfills and suitable constitutive models
D. Mascaroniacuten; V. Herbstovaacute; J. Bohaacuteccaron
16th International Conference on Soil Mechanics and Geotechnical Engineering (Osaka)
Modeling
Constitutive Modeling / Soil Behavior, Shear Strength of Underground Materials, Soil Mechanics, Soil Behavior Modeling
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