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Experimental analysis of kaolinite particle orientation during triaxial path
- Source :
- International Journal for Numerical and Analytical Methods in Geomechanics, International Journal for Numerical and Analytical Methods in Geomechanics, Wiley, 2011, 35 (8), pp.947-968. ⟨10.1002/nag.936⟩
- Publication Year :
- 2011
- Publisher :
- Wiley, 2011.
-
Abstract
- The goal of this study was to analyze the relation between the behaviour of a clayey material at the macroscopic scale and its microfabric evolution. This may lead to a better understanding of macroscopic strain mechanisms especially the contractancy and dilatancy phenomena. The approach proposed in this paper is based on the study of clay particles orientation by SEM picture analysis after different phases of triaxial loading. In the initial state of the samples (one-dimensional compression), the SEM observations highlight a microstructural anisotropy with a preferential orientation of the particles normal to the loading direction. During isotropic loading, densification of the clayey matrix occurs related to a random orientation of particles indicated by the term ‘depolarization’. In the earlier stages of constant σ3 drained triaxial path on slightly overconsolidated specimens, the microstructural depolarization seems to persist inside a macroscopic domain, in which only the volumetric strains due to the isotropic part of the stress tensor evolve. Then, a rotation mechanism of the particles towards preferred directions seems to be activated. The phenomenon appears directly linked to the evolution of the deviatoric part of the stress tensor. Copyright © 2010 John Wiley & Sons, Ltd.
- Subjects :
- Dilatant
Materials science
Consolidation (soil)
Cauchy stress tensor
Isotropy
0211 other engineering and technologies
Computational Mechanics
Mineralogy
020101 civil engineering
02 engineering and technology
Mechanics
Geotechnical Engineering and Engineering Geology
Triaxial shear test
0201 civil engineering
[PHYS.MECA.MEMA]Physics [physics]/Mechanics [physics]/Mechanics of materials [physics.class-ph]
Mechanics of Materials
Macroscopic scale
[SPI.MECA.MEMA]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of materials [physics.class-ph]
General Materials Science
Anisotropy
Material properties
ComputingMilieux_MISCELLANEOUS
021101 geological & geomatics engineering
Subjects
Details
- ISSN :
- 03639061 and 10969853
- Volume :
- 35
- Database :
- OpenAIRE
- Journal :
- International Journal for Numerical and Analytical Methods in Geomechanics
- Accession number :
- edsair.doi.dedup.....a0d97bc7e44f16c75530100e65b0c58e
- Full Text :
- https://doi.org/10.1002/nag.936