Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/91239
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Type: Conference paper
Title: Double-scale assessment of micro-mechanics based constitutive models for granular materials undergoing mechanical degradation
Author: Tengattini, A.
Andò, E.
Nguyen, G.
Viggiani, G.
Einav, I.
Citation: Springer Series in Geomechanics and Geoengineering, 2015 / Chau, K.-T., Zhao, J. (ed./s), vol.none, pp.175-180
Publisher: Springer
Publisher Place: Switzerland
Issue Date: 2015
Series/Report no.: Springer Series in Geomechanics and Geoengineering
ISBN: 3319135058
9783319135052
ISSN: 1866-8755
1866-8763
Conference Name: 10th International Workshop on Bifurcation and Degradation in Geomaterials (28 May 2014 - 30 May 2014 : Hong Kong, China)
Editor: Chau, K.-T.
Zhao, J.
Statement of
Responsibility: 
Alessandro Tengattini, Edward Andò, Giang D. Nguyen, Gioacchino Viggiani and Itai Einav
Abstract: The richness across the scales of geomaterials has long been known. Yet only recently, thanks to the development of new experimental techniques, it has been possible to study the micro (grain scale) origin of some of the phenomena observed at the macro (specimen) scale. This unprecedented insight calls for new models able to build rational links between these two scales. Some recently proposed models for cemented and uncemented granular materials take advantage of this understanding to conjugate the macroscopic irreversible strains with internal variables representing a statistically averaged evolution of the micro-structure. While these models have shown their capability to reproduce the macroscopic behavior of the geomaterials they were designed for, to fully assess them and to prioritize possible enhancements, a comparison between the predicted evolution of the micro-structure and appropriate experimental data is desirable. In this contribution we study the possibility of extracting robust and statistically meaningful measurements of microstructural evolution from X-ray computed tomography images which are then compared with the micro-scale predictions of the existing micro-mechanics based models.
Keywords: Technology & Engineering
Rights: © Springer International Publishing Switzerland 2015
DOI: 10.1007/978-3-319-13506-9_26
Published version: http://dx.doi.org/10.1007/978-3-319-13506-9_26
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Civil and Environmental Engineering publications

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