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AVANTAGES ET INCONVÉNIENTS DE L'UTILISATION D'UN SYSTÈME D'ANTIFRETTAGE 55<br />

5. BOUVARD D. (1982), Rhéologie des milieuxpulvéru<strong>le</strong>nts<br />

: étude expérimenta<strong>le</strong> et identification<br />

d'une loi de comportement. Thèse de Docteur­<br />

Ingénieur, Grenob<strong>le</strong>, 1982.<br />

6. COLLIAT J.L. (1986), Comportement des<br />

milieux granulaires sous fortes contraintes.<br />

Influence de la nature minéralogique du matériau<br />

étudié. Thèse de Doctorat de spécialité, Grenob<strong>le</strong>,<br />

à paraître, 1986.<br />

7. DEGNY E. (1984), Étude du comportement d'un<br />

sab<strong>le</strong> dense à l'aide d'une presse tridimensionnel<strong>le</strong>.<br />

Thèse de Docteur-Ingénieur, Grenob<strong>le</strong><br />

1984. '<br />

8. DESRUES J. (1984), La localisation de la déformation<br />

dans <strong>le</strong>s matériaux granulaires. Thèse de<br />

Doctorat ès Sciences, Grenob<strong>le</strong>, 1984.<br />

9. FRYDMAN S., ZEITLEN J.G. and ALPAN J.<br />

(1973), The membrane effect in triaxial testing of<br />

granular soils. Journal of Testing and Evaluation<br />

vol. 1, nO 1, Jan. 1973, pp. 37-41.<br />

'<br />

10. GOLDSCHEIDER M. (1984), True triaxial tests<br />

on dense sand. Results of the International Workshop<br />

on Constitutive Relations for Soils, Grenob<strong>le</strong>,<br />

6-8 Sept. 1982, pp. 11-54.<br />

Il. HETTLER A. and VARDOULAKIS 1. (1984),<br />

Behaviour of dry sand tested in a large triaxial<br />

apparatus. Géotechnique, vol. 34, nO 2, June<br />

1984, pp. 183-198.<br />

12. HETTLER A., VARDOULAKIS 1. and GUDE­<br />

HUS G. (1984), Stress-strain behaviour ofsand in<br />

triaxial tests. Results of the International Workshop<br />

on Constitutive Relations for Soils, Grenob<strong>le</strong>,<br />

6-8 Sept. 1982, pp. 55-66.<br />

13. LABANIEH S. (1984), Modélisations non linéaires<br />

de la rhéologie des sab<strong>le</strong>s et applications.<br />

Thèse de Doctorat ès Sciences, Grenob<strong>le</strong>, 1984.<br />

14. LEE K.L. (1978), End restraint effect on undrained<br />

static triaxial strength of sand. Journal of the<br />

Geotechnical Engineering Division, Proceedings<br />

of the A.S.C.E., vol. 104, nO GT6, June 1978,<br />

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15. LEE K.L. and SEED H.B. (1964), Discussion on<br />

Importance of free ends in triaxial testing by<br />

ROWE P.W. and BARDEN L. (1964) Journal of<br />

the soil Mechanics and Foundations Division, Proceedings<br />

of the A.S.C.E., Vol. 90, nO SM6, June<br />

1964, pp. 173-175.<br />

16. MOLENKAMP F. (1984), Quality of lubrication of<br />

end platens, membrane penetration and beddinq<br />

error. Results of the International Workshop on<br />

Constitutive Relations for Soils, Grenob<strong>le</strong>,<br />

6-8 Sept. 1982, pp. 91-93.<br />

17. MOLENKAMP F. and TATSUOKA F. (1983),<br />

Discussion on Compression of free-ends during<br />

triaxial testing by SARSBY and al (1982). Journal<br />

of the Geotechnical Engineering Division, Proceedings<br />

of the A.S.C.E., vol. 109, nO 5, May 1983,<br />

pp. 766-772.<br />

18. OLSON R.E. and CAMPBELL L.M. (1964), Discussion<br />

on Importance of free-ends in triaxial<br />

testing by ROWE P.W. and BARDEN L. (1964).<br />

Journal of the Soil Mechanics and Foundations<br />

Division, Proceedings of the A.S.C.E., vol. 90,<br />

nO SM6, June 1964, pp. 167-173.<br />

19. RAJU V.S., SADASIVAN S.K. and VENKA­<br />

TARAMAN M. (1972), Use of lubricated and<br />

conventional end platens in triaxial tests on<br />

sands. Soils and Foundations, Journal of<br />

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20. REYNAUD X. (1984), Contribution à l'étude de<br />

la déformation dans <strong>le</strong>s matériaux granulaires.<br />

Mémoire de D.E.A., Grenob<strong>le</strong>, 1984.<br />

21. ROBINET J.C., MOHKAM M., DOANH D. et<br />

TORRENTI J.M. (1983), Amélioration des appareils<br />

triaxiaux pour <strong>le</strong>s sols et <strong>le</strong>s bétons.<br />

18 e Colloque Annuel du Groupe Français de<br />

Rhéologie, Méthodes et appareils de mesures<br />

rhéologiques, Paris, 1983.<br />

22. ROWE P.W. and BARDEN L. (1964), Importance<br />

of free ends in triaxial testing. Journal of the<br />

Soil Mechanics and Foundations Division, Proceedings<br />

of the A.S.C.E., vol. 90, nO SM1, Jan.<br />

1964, pp. 1-27.<br />

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on high pressure tests of granular materials,<br />

Canadian Geotechnical Journal, vol. 18, nO 4,<br />

1971, pp. 579-588.<br />

24. SARSBY R.W., KALTEZIOTIS N. and HAD­<br />

DAO E.H. (1982), Compression of free ends<br />

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Engineering Division, Proceedings oftheA.S.C.E.,<br />

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25. TATSUOKA F., MOLENKAMP F., TORII T. and<br />

HINO T. (1984), Behaviour of lubrication layers<br />

of platens in e<strong>le</strong>ment tests. Soils and Foundations,<br />

Journal of the J.S.S.M.F.E., vol. 24, nO 1, March<br />

1984, pp. 113-128.

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