Influence of hydric solicitations and mechanical complexes on the involvement of a compact soil device;Influence de sollicitations hydriques et mécaniques complexes sur le comportement d'un sol gonflant compacté

Canadian Geotechnical Journal

Volumn 42, Issue 3, 2005, Pages 731-741

  Cuisinier, Olivier ^a,b   Masrouri, Farimah ^a  

^a CRPG CNRS   (France)

^b Laboratoire Centrale de Ponts et Chausées   (France)

Author keywords

Compacted soil; Expansive soil; Hydric cycle; Hydrochemical behaviour; Suction

Indexed keywords

COMPACTION; COMPRESSIBILITY; STRAIN; STRESS ANALYSIS; WETTING;

COMPACTED SOIL; EXPANSIVE SOIL; HYDRIC CYCLE; HYDROMECHANICAL BEHAVIOUR;

SOIL MECHANICS;

COMPACTION; COMPRESSIBILITY; HYDRAULIC PROPERTY; SOIL MECHANICS;

EID: 27644503279     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t05-007     Document Type: Article

References (41)

1. Alonso, E.E., Gens, A., et Josa, A. 1990. A constitutive model for partially saturated soils. Géotechnique, 40: 405-430.
2. Alonso, E.E., Lloret, A., Gens, A., et Yang, D.Q. 1995. Experimental behaviour of highly expansive double-structure clay. Dans Proceedings of the 1st International Conference on Unsaturated Soils, Paris. A.A. Balkema, Rotterdam. Vol. 1, p. 11-16.
3. Alonso, E.E., Vaunat, J., et Gens, A. 1999. Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54: 173-183.
4. ASTM. 1995a. Measurement of soil potential (suction) using filter paper (D 5298-94). Dans Annual book of ASTM standards. Vol. 4,09. American Society for Testing and Materials, West Conshohocken, Penn.
5. ASTM. 1995b. One-dimensional swell or settlement potential of cohesive soils (D 4546-90). Dans Annual book of ASTM standards. Vol. 4,08. American Society for Testing and Materials, West Conshohocken, Penn.
6. Barden, L., Madedor, A.O., et Sides, G.R. 1969. Volume change characteristics of unsaturated clays. ASCE Journal of Soil Mechanics and Foundation Analysis, 96: 33-51.
7. Barrera, N., Romero, E., Lloret, A., et Gens, A. 2002. Collapse tests on isotropic and anisotropic compacted soils. Dans Proceedings of the International Workshop on Unsaturated Soils, Trento, Italie. A.A. Balkema, Rotterdam. p. 33-46.
8. Brackley, I.J. 1973. Swell pressure and free swell in compacted clay. Dans Proceedings of the 3rd International Conference on Expansive Soils, Haifa. Jerusalem Academic Press. Vol. 1, p. 169-176.
9. Chapman, N., et Tassoni, E. 1985. Feasibility studies for a radioactive waste repository in a deep clay formation. Office for official publications of the European communities, Luxembourg. Rapport no EUR 10061 en.
10. Chen, F.H. 1975. Foundations on expansive soils. Dans Developments in geotechnical engineering. Vol. 12. Elsevier, Amsterdam.
11. Coleman, J.D. 1962. Stress-strain relations for partly saturated soils. Géotechnique, 12: 348-350.
12. Collins, K., et McGown, A. 1974. The form and function of microfabric features in a variety of natural soils. Géotechnique, 24: 223-254.
13. Cui, Y.J., Loiseau, C., et Delage, P. 2002. Microstructure changes of a confined swelling soil due to suction controlled hydration. Dans Proceedings of the 3rd International Conference on Unsaturated Soils, Recife, Brazil. International Academic Publishers, Beijing. Vol. 2, p. 593-598.
14. Cuisinier, O. 2002. Comportement hydromécanique des sols gonflants compactés. Thèse de Doctorat, Institut National Polytechnique de Lorraine, Nancy, France.
15. Cuisinier, O., et Masrouri, F. 2003. Comportement hydromécanique d'un sol gonflant sous très fortes succions. Comptes Rendus Mécanique, 333: 203-210.
16. Cuisinier, O., et Masrouri, F. 2004a. Testing the hydromechanical behavior of a compacted swelling soil. Geotechnical Testing Journal, 27: 598-606.
17. Cuisinier, O., et Masrouri, F. 2004b. Structure et comportement mécanique d'un sol gonflant non saturé. Revue Française de Géotechnique, 109: 47-56.
18. Day, R.W. 1994. Swell-shrink behavior of compacted clay. Journal of Geotechnical Engineering, 120: 618-623.
19. Delage, P., Howat, M.D., et Cui, Y.J. 1998. The relationship between suction and the swelling properties in a heavily compacted swelling clay. Engineering Geology, 50: 31-48.
20. Dif, A.E., et Bluemel, W.F. 1991. Expansive soils under cyclic drying and wetting. Geotechnical Testing Journal, 14: 96-402.
21. Fredlund, D.G., et Morgenstern, N.R. 1977. Stress state variables for unsaturated soils. Journal of Geotechnical Engineering, 103: 447-466.
22. Gallipoli, D., Gens, A., Sharma, R., et Vaunat, J. 2003. An elastoplastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique, 53: 123-135.
23. Gens, A., et Alonso, E.E. 1992. A framework for the behaviour of unsaturated expansive clays. Canadian Geotechnical Journal, 29: 1013-1032.
24. Gens, A., et Olivella, S. 2001. Clay barriers in radioactive waste disposal. Revue Française de Génie Civil, 5-6: 845-856.
25. Guiras-Skandaji, H. 1996. Déformabilité des sols argileux non saturés: étude expérimentale et application à la modélisation. Thèse de Doctorat, Institut National Polytechnique de Lorraine, Nancy, France.
26. Kato, S., et Kawai, K. 2000. Deformation characteristics of a compacted clay in collapse under isotropic and triaxial stress state. Soils and Foundations, 40: 75-90.
27. Koch, D. 2002. Bentonites as a basic material for technical base liners and site encapsulation cut-off walls. Applied Clay Science, 21: 1-11.
28. e éd. p. 8,108-8,116, 15,25-15,26.
29. Lloret, A., Villar, M.V., Sanchez, M., Gens, A., Pintado, X., et Alonso, E.E. 2003. Mechanical behaviour of heavily compacted bentonite under high suction changes. Géotechnique, 53: 27-40.
30. Matyas, E.L., et Radhakrishna, H.S. 1968. Volume change characteristics of partially saturated soils. Géotechnique, 18: 432-448.
31. Osipov, V.I., Nguen, N.B., et Rumjantseva, N.A. 1987. Cyclic swelling of clays. Applied Clay Science, 2: 363-374.
32. Philipponat, G. 1991. Retrait-gonflement des argiles, proposition de méthodologie. Revue Françcaise de Géotechnique, 57: 5-22.
33. Push, R. 1982. Mineral-water interactions and their influence on the physical behaviour of highly compacted Na-bentonite. Canadian Geotechnical Journal, 19: 381-387.
34. Romero, E., Gens, A., et Lloret, A. 1999. Water permeability, water retention and microstructure of unsaturated Boom clay. Engineering Geology, 54: 117-127.
35. Tessier, D. 1984. Étude expérimentale de l'organisation des matériaux argileux - Hydratation, gonflement et structuration au cours de la dessiccation et de la réhumectation. Thèse de doctorat, Université Paris VII, France.
36. Vandangeon, P. 1992. Exemples de sinistres en région parisienne. Revue Française de Géotechnique, 58: 892-898.
37. Villar, M.V. 1999. Investigation of the behaviour of bentonite by means of suction-controlled oedometer tests. Engineering Geology, 54: 67-73.
38. Villar, M.V., et Martín, P.L. 1996. Suction-controlled oedometer tests in montmorillonite clay: preliminary results. Engineering Geology of Waste Disposal, Geological Society of Engineering Geology. Special Publication 11, p. 309-312.
39. Wheeler, S.J., et Sivakumar, V. 2000. Influence of compaction procedure on the mechanical behaviour of an unsaturated compacted clay. Part 2: shearing and constitutive modelling. Géotechnique, 50: 369-376.
40. Williams, J., et Shaykewich, C.F. 1969. An evaluation of polyethylene glycol (PEG) 6 000 and PEG 20 000 in the osmotic control of soil water matric potential. Canadian Journal of Soil Science, 49: 397-401.
41. Zur, B. 1966. Osmotic control of the matric soil-water potential: I. Soil water system. Soil Science, 102: 394-398.