Evolution of microtexture in a kaolinitic matrix path of axisymmetric triaxial;Évolution de la microtexture d'une matrice kaolinitique sur chemin triaxial axisymétrique

Canadian Geotechnical Journal

Volumn 47, Issue 1, 2010, Pages 34-48

  Hattab, Mahdia ^a   Bouziri Adrouche, Soumia ^b   Fleureau, Jean Marie ^b  

^a UNIVERSITÉ DE LORRAINE   (France)

^b ECOLE CENTRALE PARIS   (France)

Author keywords

Evolution of the microfabric; Kaolinite; Mercury intrusion porosimetry; Scanning electron microscope; Triaxial tests

Indexed keywords

EVOLUTION OF THE MICROFABRIC; MERCURY INTRUSION POROSIMETRY; MICROFABRIC; SCANNING ELECTRON MICROSCOPE; TRIAXIAL TEST;

ELECTRON MICROSCOPES; KAOLINITE; MACHINERY; MERCURY (METAL); PHOTOGRAPHY; POROSITY; SCANNING; SCANNING ELECTRON MICROSCOPY; TESTING;

LOADING;

ISOTROPY; KAOLINITE; LOADING TEST; OEDOMETER TEST; POROSITY; SCANNING ELECTRON MICROSCOPY; SOIL TEXTURE; TRIAXIAL TEST;

EID: 74349089691     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T09-098     Document Type: Article

References (23)

1. Bai, X. et Smart, P. 1997. Changement de la microstructure de la kaolinite soumise à un chargement triaxial non drainé. Géotechnique, 47(5): 1009-1017.
2. Biarez, J., et Favre, J.L. 1975. Parameters filing and statistical analysis of data in soils mechanics. Dans Proceedings of the 2nd International Conference on Applications Statistics and Probability in Soil and Structural Engineering, Aachen, Allemagne, 15-18 septembre 1975. Deutsche Gesellschaft fur Erd-und Grundbau e.V., Essen, Allemagne. vol. 2. p. 249-264.
3. Biarez, J. et Favre, J.L. 1977. Statistical estimation and extrapolation from observations. Dans Rapport à la Session no 6, Comptes rendus du 9e Congrès International de Mécanique des Sols, Tokyo, 8-15 juillet 1977. Sous la direction de le Comité d'organisation du congrès Tokyo, Japon. vol. 3. p. 505-511.
4. Biarez, J. et Hicher, P.-Y. (Directeurs de la rédaction). 1994. Elementary mechanics of soils behaviour: Saturated remoulded soils. A.A.Balkema, Rotterdam, les Payes-Bas.
5. Bishop, A.W. et Wesley, L.P. 1975. A hydraulic triaxial apparatus for controlled stress path testing. Géotechnique, 25(4): 657-670.
6. Delage, P. et Lefebvre, G. 1984. Study of the structure of a sensitive Champlain clay and of its evolution during consolidation. Canadian Geotechnical Journal, 21(1): 21-35. doi:10.1139/t84-003.
7. Delage, P. et Pellerin, M. 1984. Influence de la lyophilisation sur la structure d'une argile sensible du Quebec. Clay Minerals, 19(2): 151-160. doi:10.1180/claymin.1984.019.2.03.
8. Djeran-Maigre, I., Tessier, D., Grunberger, D., Velde, B. et Vasseur, G. 1998. Evolution of microstructures and of macroscopic properties of some clays during experimental compaction. Marine and Petroleum Geology, 15(2): 109-128. doi:10.1016/S0264-8172(97)00062-7.
9. Dudoignon, P., Pantet, A., Carrara, L. et Velde, B. 2001. Mesure micro-macro de l'arrangement des particules de kaolinite sous chargement triaxial. Géotechnique, 51(6): 493-499. doi:10.1680/geot.51.6.493.40458.
10. Dudoignon, P., Gélard, D. et Sammartino, S. 2004. Cam-clay and hydraulic conductivity diagram relations in consolidated and sheared clay-matrices. Clay Minerals, 39(3): 267-279. doi:10. 1180/0009855043930134.
11. Frost, J.D. et Yang, C. 2003. Effect of end platens on microstructure evolution in dilatant specimens. Soils and Foundations, 43(4): 1-11.
12. Guillot, X., Bergaya, F., Fleureau, J.M., et Al-Mukhtar, M. 2001. Influence of stresses and suction on volume change behavior and microscopic properties of a Ca-smectite. Dans Proceedings of the International Symposium on Suction, Swelling, Permeability and Structure of Clays, Shizuoka, Japon, 11-13 janvier 2001. Sous la direction de K. Adachi et M. Fukue, Taylor et Francis, Londres. p. 69-77.
13. Hattab, M. et Hicher, P.Y. 2004. Dilating behaviour of overconsolidated clay. Soil and Foundation, 44(4): 27-40.
14. Hicher, P.-Y. 1985. Comportement mécanique des argiles saturées sur divers chemins de sollicitations monotones et cycliques application à une modélisation élastoplastique et viscoplastique. Thèse de doctorat d'état ès sciences physiques Paris 6.
15. Hicher, P.Y., Wahyudi, H. et Tessier, D. 1994. Microstructural analysis of strain localisation clay. Computers and Geotechnics, 16(3): 205-222. doi:10.1016/0266-352X(94)90002-7.
16. Hicher, P.Y., Wahyudi, H. et Tessier, D. 2000. Microstructural analysis of inherent and induced anisotropy in clay. Mechanics of Cohesive-Frictional Materials, 5(5): 341-371. doi:10.1002/1099-1484(200007)5:5<341::AID-CFM99>3.0.CO;2-C.
17. Martin, R.T. et Ladd, C.C. 1975. Fabric of consolidated kaolinite. Clays and Clay Minerals, 23(1): 17-25. doi:10.1346/CCMN. 1975.0230103.
18. Morgenstern, N.R. et Tchalenko, J.S. 1967. Microscopic structures in Kaolin subjected in direct shear. Géotechnique, 17: 309-328.
19. Pusch, R. 1997. Microstructural changes in soft quick clay at failure. Canadian Geotechnical Journal, 7: 1-7.
20. Roscoe, K.H., Schofield, A.N., et Wroth, C.P. 1958. On the yielding of soils. Géotechnique, 8(1): 22-53.
21. Schofield, A.N. et Wroth, C.P. 1968. Critical state soil mechanics. McGraw Hill, New York.
22. Sivakumar, V., Doran, I.G. et Graham, J. 2002. Particle orientation and its influence on the mechanical behaviour of isotropically consolidated reconstituted clay. Engineering Geology, 66(3-4): 197-209. doi:10.1016/S0013-7952(02)00040-6.
23. Vasseur, G., Djéran-Maigre, I., Grunberger, D., Rousset, G., Tessier, D. et Velde, B. 1995. Evolution of structural and physical parameters of clays during experimental compaction. Marine and Petroleum Geology, 12(8): 941-954. doi:10.1016/0264-8172(95)98857-2.