A constitutive study of thermo-elasto-plasticity of deep carbonatic clays

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 22, Issue 7, 1998, Pages 549-574

  Hueckel, Tomasz ^a   Pellegrini, Rita ^b   Del Olmo, Carlos ^c  

^a Duke University   (United States)

^b ISMES Istituto Sperimentale Modelli e Strutture   (Italy)

^c Empresa Nacional de Residuos Radiactivos SA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; CONSOLIDATION; ELASTOPLASTICITY; MATHEMATICAL MODELS; RADIOACTIVE WASTE DISPOSAL; STRAIN; THERMOELASTICITY;

THERMOMECHANICAL TESTS;

GEOLOGICAL REPOSITORIES;

CARBONATE; CLAY; RADIOACTIVE WASTE REPOSITORY; THERMOMECHANICS;

EID: 0032124523     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(199807)22:7<549::AID-NAG927>3.0.CO;2-R     Document Type: Article

References (33)

1. C. Del Olmo, V. Fioravante, F. Gera, T. Hueckel, J. C. Mayor and R. Pellegrini, 'Thermo-mechanical properties of deep argillaceous formations', Engng. Geol., 41, 87-101 (1996).
2. A. N. Schofield and C. P. Wroth, Critical State Soil Mechanics. McGraw-Hill, London, 1968..
3. T. W. Lambe and R. Whitman, Soil Mechanics, Wiley, New York, 1969.
4. A. F. McKown and C. C. Ladd, 'Effects of cementation on the compressibility of Pierre clay', in K. R. Demars and R. C. Chaney (eds.), Geotechnical Properties, Behaviour, and Performance of Calcareous Soils, ASTM STP 777, pp. 1982, 320-339, New York, NY.
5. S. Leroueil, F. Tavenas, F. Brucy, P. La Rochelle and M. Roy, 'Behaviour of destructured natural clays', J. Geotech. Engng. ASCE, 105(GT6), 759-778 (1979).
6. F. Tavenas and S. Leroueil, 'Structural effect on the behaviour of natural clays', Proc. XI ICOSMFE, Vol. 5, San Francisco, 1985, pp. 2693-2694.
7. S. Leroueil and P. R. Vaughan, 'The general and congruent effects of structure in natural soils and weak rocks', Geotechnique, 40(3), 467-498 (1990).
8. J. B. Burland, 'On the compressibility and shear strength of natural clays', Geotechnique, 40(3), 329-378 (1990).
9. C. S. Desai, S. Armaleh, D. Katti and Y. Ma, 'Modelling of solids and contacts using disturbed state concept, in C. S. Desai et al. (eds.), Constitutive Laws for Engineering Materials. ASME Press, New York, 1991, pp. 29-36.
10. A. Gens and R. Nova, 'Conceptual bases for a constitutive model for bonded soils and weak rocks', in A. Anagnoppoulos et al. (eds), Geotechnical Engineering of Hard Soils and Weak Rocks, Balkema, Rotterdam, 1993, pp. 485-494.
11. R. Lagioia and R. Nova, 'A constitutive model for soft rocks', in A. Anagnoppoulos et al. (eds), Geotechnical Engineering of Hard Soils and Weak Rocks, Balkema, Rotterdam, 1993, pp. 625-632.
12. T. Adachi and F. Oka, 'An elastic-plastic constitutive model for soft rock with strain softening', Int. J. Numer. Anal. Meth. Geomech., 19, 233-246 (1995).
13. O. M. Phillips, Flow and Reactions in Permeable Rocks, Cambridge University Press, Cambridge, 1991.
14. R. G. Campanella and J. K. Mitchell, 'Influence of temperature variations on soil behaviour', ASCE. J. Soil Mech. Found. Div., 94 (SM3), 709-734 (1968).
15. T. Hueckel and R. Pellegrini, 'Effective stress and water pressure in saturated clays during heating-cooling cycles', Can. Geotech. J., 29, 1095-1102 (1992).
16. T. Hueckel and G. Baldi, 'Thermoplasticity of saturated clays: experimental constitutive study', J. Geotech. Engng., 116(12), 1778-1798 (1990).
17. T. Hueckel and M. Borsetto, 'Thermoplasticity of saturated soils and clays: constitutive equations', J. Geotech. Engng., 116(12), 1765-1777 (1990).
18. K. H. Roscoe and J. B. Burland, 'On the generalized stress-strain behaviour of 'wet clay',' in J. Heyman and F. Leckie (eds.), Engineering Plasticity, Cambridge University Press, 1968, pp. 535-609.
19. G. Baldi, T. Hueckel and R. Pellegrini, 'Thermal volume changes of mineral water systems in low porosity clay soils', Can. Geotech. J., 25(4), 807-825 (1988).
20. I.T.G.E., 'Ministerio Industria, Commercio, Turismo', Informe general del sondeo de investigation de la Cuenca del Duero (in Spanish), personal communication from ENRESA, 1993.
21. T. Hueckel, 'On effective stress concepts and deformation in clays subjected to environmental loads: discussion', Can. Geotech. J., 29, 1120-1125 (1992).
22. A. Drescher, T. Hueckel and Z. Mróz, 'Multiple shear method for anisotropic chemical powders', Bull. Polish Acad. Sci., 23, 405-414 (1974).
23. K. Kovari and A. Tisa, 'Multiple failure state and strain controlled triaxial tests', Rock Mech., 7(1), 17-33 (1975).
24. M. M. Kim, and H.-Y. Ko, 'Multistage triaxial testing of rocks', Geotech. Testing J. ASTM, 2, 98-105 (1979).
25. G. Baldi, M. Borsetto, T. Hueckel and E. Tassoni, 'Thermally induced strain and pore pressure in clays', in: H. Y. Fang (ed.), Proc. of Int. Symp. on Environmental Geotechnology, Allentown, Vol. 1, PA, 1986, Envo Publ. Co., Bethelehem, PA, pp. 391-402.
26. G. Rousset, Etude experimentale du comportement de l'argile dalAisne- Partie 1 & 2. Internal Report G 3S, 92-002 and 92-005, G 3S, Palaiseau, France.
27. S. P. Clark, Handbook of Physical Constants, 1966, Geological Soc. of Am., New York, NY.
28. R. L. Plum and M. I. Esrig, 'Some temperature effects on soil compressibility and pore water pressure', in: Effects of Temperature and Heat on Engineering Behaviour of Soils, Highway Research Board, Special Report 103, 1969, pp. 231-242.
29. G. Baldi, T. Hueckel, A. Peano and R. Pellegrini, 'Developments in modelling of thermo-hydro-geomechanical behaviour of Boom clay and clay-based buffer materials', CEC Report EUR 13365/1&2 EN, 1991.
30. M. Borsetto, T. Hueckel, A. Peano and R. Pellegrini, 'Verifica delle capacita' previsionali del modello termomeccanico rispetto alle prove di laboratorio per l'argilla di Pasquasia e limo di Pontida', Final Report for ENEA by ISMES, Prog. 3368, Doc. RAT-FMM-4697, 1989.
31. M. Borsetto, D. Cricchi, T. Hueckel and A. Peano, 'On numerical models for the analysis of nuclear waste disposal in geological clay formations', Numerical Methods for Transient and Coupled Problems, 6th ed., R. W. Lewis, Pineridge Press, Swansea, pp. 608-618, 1984.
32. J. Graham, J. M. Oswell and M. N. Gray, 'The effective stress concept in saturated sand-clay buffer', Can. Geotechnical J., 29, 1033-1043 (1992).
33. T. Hueckel and R. Pellegrini, 'Thermoplastic modelling of undrained failure of saturated clays due to heating', Soils Found., 31(3), 1-16 (1991).