Dependency law for thermal evolution of preconsolidation pressure

Numerical Models in Geomechanics - 8th Proceedings of the International Symposium on Numerical Models in Geomechanics, NUMOG 2002

Volumn , Issue , 2002, Pages 687-692

  Cekerevac, C ^a   Laloui, L ^a   Vulliet, L ^a  

^a EPFL   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

CLAY; GEOMECHANICS; SOIL MECHANICS;

CONSOLIDATION TESTS; NEW PARAMETERS; PRECONSOLIDATION PRESSURE; TEMPERATURE RANGE; THERMAL EVOLUTION; YIELD SURFACE;

NUMERICAL MODELS;

EID: 20444484224     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833797-c102     Document Type: Conference Paper

References (14)

1. Baldi, G., Borsetto, M., Hueckel, T., & Tassoni, E. 1985. Thermally induced strains and pore pressure in clays. International Symposium on Environmental Geotechnology, Allentown, Pennsylvania, 391–402.
2. Boudali, M., Leroueil, S., & Sinivasa Murthy, B. R. 1994.Viscous behaviour of natural clays. 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, 411–416.
3. Burger, A., Recordon, E., Bovet, D., Cotton, L., & Saugy, B. 1985. Thermique des bappes souterraines, Presses polytechniques romandes.
4. Cekerevac, C. 2002. Thermo-hydro-mechanical behaviour of saturated soils – application to thermal piles, Doctoral thesis, Swiss federal Institute of Technology, Lausanne, (in prep.).
5. Dusseault, M. B., Wang, Y., & Simmons, J. V. 1988. Induced stresses near a fire flood front. AOSTRa J. Res., 4: 153–170.
6. Eriksson, L. G. 1989. Temperature effects on consolidation properties of sulphide clays. 12th International Conference on Soil Mechanics and foundation Engineering, R io de Jeneiro, 2087–2090.
7. Gray, H. 1936. Progress report on research on the consolidation of fine-grained soils. 1st International Conference on Soil Mechanics and Foundation Engineering, Cambridge, 138–141.
8. Laloui, L. 2001. Thermo-mechanical behaviour of soils. RFGC – “Environmental Geomechanics”, R. Charlier & A. Gens (ed.), Hermes Science. 5(6): 809–843.
9. Laloui, L., Cekerevac, C., & Vulliet, L. 2001. Thermomechanical modelling of the behaviour of MC clay. Computer Methods and Advances in Geomechanics,IACMAG X, Tucson, Arizona, 829–835.
10. Laloui, L., Moreni, M., & Vulliet, L. 2002. Analyse du comportement d’un pieu energetique. Canadian Geotechnical Journal, (in press).
11. Menzies, B. K. 1988. A Computer Controlled Hydraulic Triaxial Testing System. Advanced Triaxial Testing of Soil and Rock, Robert T. Donaghe, Ronald C. Chaney & Marchall L. Silver (ed.),American Society for Testing and Materials, Philadelphia, 82–94.
12. Mitchell, J. K., McMillan, J. C., Green, S. L., & Sisson, R. C. 1982. Field testing of cable backfill systems. Underground Cable Thermal Backfill, S. A. Bogs et al. (ed.), Pergamon Press, New York, 19–33.
13. Moritz, L. 1995. Geotechnical Properties of Clay at Elevated Temperatures. Report: 47, Swedish Geotechnical Institute, Linkoping.
14. Tidfors, M., & Sallfors, S. 1989. Temperature effect on preconsolidation pressure. Geotechnical testing Journal, 12(1): 93–97.