Thermal consolidation of soft Bangkok clay

Lowland Technology International

Volumn 7, Issue 1, 2005, Pages 13-21

  Abuel Naga, H M ^a   Bergado, D T ^a   Soralump, S ^b   Rujivipat, P ^a  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b KASETSART UNIVERSITY   (Thailand)

Author keywords

Clay; Temperature; Thermo mechanics; Volume change

Indexed keywords

DATA REDUCTION; LOADING; PARAMETER ESTIMATION; PRESSURE EFFECTS; SHEAR STRENGTH; STRESS ANALYSIS; THERMAL EFFECTS;

BOILING POINTS; MICROSCOPIC LEVELS; THERMAL CONSOLIDATION; THERMO-MECHANICAL BEHAVIORS;

CLAY;

SOIL MECHANICS;

EID: 20444453189     PISSN: 13449656     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (32)

1. Abdel-Hadi, O. N. and Mitchell, J. K. (1981). Coupled heat and water flows around buried cables. Journal of the Geotechnical Engineering Division, ASCE, 107(11): 1461-1487.
2. Baldi, G., Hueckel, T. and Pelegrini, R. (1988). Thermal volume changes of the mineral-water system in low-porosity clay soils. Canadian Geotechnical Journal. 25: 807-825.
3. Boudali, M., Leroueil, S., and Srinivasa Murthy, B. R. (1994). Viscous behaviour of natural clays. Proceedings 13th International Conference on Soil Mechanics and Foundation Engineering, New Delhi, 1: 411-416.
4. Burghignoli, A., Desideri, A. and Miliziano, S. (1995). Discussion of volume change of clays induced by heating. Soils and Foundations. 35(1): 125-127.
5. Burghignoli, A., Desideri, A. and Miliziano, S. (2000). A laboratory study on the thermomechanical behaviour of clayey soils. Canadian Geotechnical Journal. 37: 764-780.
6. Campanella, R. G. and Mitchell, J. K. (1968). Influence of temperature variations on soil behavior. Journal of the Soil Mechanics and Foundations Division, ASCE. 94(3): 709-734.
7. Cekerevac, C., Laloui, L. and Vulliet, L. (2002). Dependency law for thermal evolution of preconsolidation pressure. Proceedings of the 8th International Symposium on Numerical Models in Geomechanics, Rome, Italy, Edited by G.N. Pande and S. Pietruszczak. A.A. Balkema, pp. 687-692.
8. Davies, T. G. and Banerjee, P. K. (1980). Constitutive relationships for ocean sediments subjected to stress and temperature gradients. Report UKAEA/2/80, Department of Civil and Structural Engineering, University College, Cardiff.
9. Delage, P., Sultan, N. and Cui, Y. J. (2000). On the thermal consolidation of Boom Clay. Canadian Geotechnical Journal. 37:343-354.
10. Demars, K. R. and Charles, R. D. (1982). Soil volume changes induced by temperature cycling. Canadian Geotechnical Journal. 19: 188-194.
11. Eriksson, L.G. (1989). Temperature effects on consolidation properties of sulphide clays. Proceedings 12th International Conference on Soil Mechanics and Foundation Engineering, Rio de Janeiro, pp. 2087-2090.
12. Graham, J., Tanaka, N., Crilly, T. and Alfaro, M. (2001). Modified Cam-Clay modeling of temperature effects in clays. Canadian geotechnical journal. 38: 608-621.
13. Habibagahi, k. (1977). Temperature effect and the concept of effective void ratio. Indian Geotechnical Journal. 7(1): 14-34.
14. Hillel, D. (1980). Fundamentals of soil physics. Academic Press., New York, U.S.A.
15. Houston, S. L. and Lin, H. D. (1987). A thermal consolidation model for pelagic clays. Marine Geotechnology. 7: 79-98.
16. Laloui, L. (2001). Thermo-mechanical behavior of soils. Revue Française de Génie Civil. 5(6): 809-843.
17. Laloui, L. and Cekerevac, C. (2003). Thermo-plasticity of clays: an isotropic yield mechanism. Computer and Geotechnics. 30(8): 649-660.
18. Leroueil, S., and Marques, M.E.S. (1996). Importance of strain rate and temperature effects in geotechnical engineering: state of the art. In Proceedings of the ASCE Convention, Washington, D.C. ASCE Geotechnical Special Publication 61, pp. 1-60.
19. Leroueil, S. (1997). Geotechnical characteristics of eastern Canada clays. Proceedings of the International Symposium on Characterization of Soft Marine Clays, Yokosuka, Japan, A.A. Balkema, pp. 3-32.
20. Mitchell, J. K. (1993). Fundamental of Soil Behavior. John Wiley & Sons, Inc., New York.
21. Morgenstern, N. M., and Balasubramonian, B. I. (1980). Effects of pore fluid on the swelling of clay-shale. Proceedings, 4th International Conference on Expansive Soils, Denver, Colorado, pp. 190-205.
22. Morin, R. and Silva, A. J. (1984). The effect of high pressure and high temperature on some physical properties of ocean sediments. Journal of Geophysical Research. 89(B1): 511-526.
23. Moritz L., (1995). Geotechnical Properties of Clay at Elevated Temperatures. Swedish Geotechnical Institute, Report No. 47: 69 p
24. Ohtsubo, M., Egashira, K., Koumoto, T. and Bergado, D. T. (2000). Mineralogy and chemistry, and their correlation with the geotechnical index properties of Bangkok clay: Comparison with Ariake Clay, Soil and Foundations. 40(1): 11-21.
25. Plum, R. L. and Esrig, M. I. (1969). Some temperature effects on soil compressibility and pore water pressure. Highway Research Board (Special Report). 103: 231-242.
26. Robinet, J. C., Rahbaou, A., Plas, F. and Lebon, P. (1996). A constitutive thermomechanical model for saturated clays. Engineering Geology, 41(1): 145-169.
27. Slegel, D. L. and Davis, L. R. (1977). Transient heat and mass transfer in soils in the vicinity of heated porous pipes. Journal of Heat Transfer, 99: 541-621.
28. Sridhan, A. and Venkatappa Rao, G. (1973). Mechanism controlling volume change of saturated clays and the role of the effective stress concept. Geotechnique. 23:359-382.
29. Sultan, N., Delage, P. and Cui, Y. J. (2002). Temperature effects on the volume change behavior of Boom clay. Engineering Geology, 64: 135-145.
30. Tavenas, F., Jean, P., Leblond, P. and Leroueil, S. (1983), The permeability of natural soft clays. Part II: Permeability characteristics. Canadian Geotechnical Journal. 20: 645-660.
31. Towhata, I., Kuntiwattanakul, P., Seko, I. and Ohishi, K. (1993). Volume change of clays induced by heating as observed in consolidation tests. Soils and Foundations. 33(4): 170-183.
32. Tidfors M. and Sällfors S. (1989). Temperature effect on preconsolidation pressure. Geotechnical Testing Journal, ASTM. 12(1): 93-97.