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A comparative micromechanical analysis of the effective properties of a geomaterial: Effect of mineralogical compositions

Authors :
Fabrice Cormery
Djimedo Kondo
Ariane Abou-Chakra Guéry
Jian-Fu Shao
Laboratoire Matériaux et Durabilité des constructions (LMDC)
Université Toulouse III - Paul Sabatier (UT3)
Université Fédérale Toulouse Midi-Pyrénées-Université Fédérale Toulouse Midi-Pyrénées-Institut National des Sciences Appliquées - Toulouse (INSA Toulouse)
Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA)
Laboratoire de Mécanique de Lille - FRE 3723 (LML)
Université de Lille, Sciences et Technologies-Ecole Centrale de Lille-Université de Lille-Centre National de la Recherche Scientifique (CNRS)
Université de Lille, Sciences et Technologies-Centrale Lille-Centre National de la Recherche Scientifique (CNRS)
Institut National des Sciences Appliquées - Toulouse (INSA Toulouse)
Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Université Toulouse III - Paul Sabatier (UT3)
Université de Toulouse (UT)
Source :
Computers and Geotechnics, Computers and Geotechnics, Elsevier, 2010, 37 (5), pp.585-593. ⟨10.1016/j.compgeo.2010.02.008⟩, Computers and Geotechnics, 2010, 37 (5), pp.585-593. ⟨10.1016/j.compgeo.2010.02.008⟩
Publication Year :
2010
Publisher :
Elsevier BV, 2010.

Abstract

International audience; In order to provide a physical interpretation of the variation of the mechanical properties of Callovo-Oxfordian argillite with mineral composition, we implement three linear homogenization schemes. The argillite is modeled as a three phase material composed of a clay matrix and inclusions of quartz and calcite. It is shown that, unlike the dilute scheme and the self-consistent scheme, the Mori-Tanaka model describes the in situ experimental data well. The determined properties are finally used in a finite element computation. The aim is to evaluate the effect of mineral composition on the elastic response of the excavation of a vertical shaft in the context of the underground laboratory of Meuse/Haute Marne.

Details

ISSN :
0266352X and 18737633
Volume :
37
Database :
OpenAIRE
Journal :
Computers and Geotechnics
Accession number :
edsair.doi.dedup.....7b5f7e2240a3ae7279002c4238eaa253
Full Text :
https://doi.org/10.1016/j.compgeo.2010.02.008