Comprehensive overview of the macroscopic thermo-hydro-mechanical behavior of saturated cohesive soils
DOI:
https://doi.org/10.54355/tbus/5.1.2025.0071Keywords:
saturated cohesive soils, temperature, thermo-hydro-mechanical, energy geo-structuresAbstract
Understanding the effects of temperature on the hydro-mechanical behavior of geomaterials (i.e., soil and rock) has gained significance over the past three decades. This is due to new applications in which these materials are subjected to non-isothermal conditions. Examples of such applications include geothermal systems, nuclear waste disposal, and energy geo-structures. The analysis and design of such applications requires a thorough understanding of the macroscopic thermo-hydro-mechanical (THM) behavior of the geomaterials. Although various aspects of this behavior have been documented in the literature, a comprehensive overview of such behavior is lacking. This article presents such an overview of the macroscopically observed THM behavior of saturated cohesive soils.
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S. Sorrell, “Reducing energy demand: A review of issues, challenges and approaches,” Renewable and Sustainable Energy Reviews, vol. 47, pp. 74–82, 2015, doi: 10.1016/j.rser.2015.03.002. DOI: https://doi.org/10.1016/j.rser.2015.03.002
I. B. Fridleifsson, “Geothermal energy for the benefit of the people,” Renewable and Sustainable Energy Reviews, vol. 5, no. 3, pp. 299–312, Sep. 2001, doi: 10.1016/S1364-0321(01)00002-8. DOI: https://doi.org/10.1016/S1364-0321(01)00002-8
S. Kavanaugh and K. Rafferty, Geothermal heating and cooling: design of ground-source heat pump systems, vol. 1. Peachtree Corners, Georgia: ASHRAE, 2015.
J. W. Tester et al., The Future of Geothermal Energy - Impact of Enhanced Geothermal Systems (EGS) on the United States in the 21st Century. Cambridge: Massachusetts Institute of Technology, 2006.
H. Brandl, “Energy foundations and other thermo-active ground structures,” Géotechnique, vol. 56, no. 2, pp. 81–122, Mar. 2006, doi: 10.1680/geot.2006.56.2.81. DOI: https://doi.org/10.1680/geot.2006.56.2.81
J. K. Mitchell, Fundamentals of Soil Behavior. New York: J. Wiley & Sons, 1976.
R. V. Whitman and T. W. Lambe, Soil Mechanics, SI Version. New York: J. Wiley & Sons, 1979.
I. Th. Rosenqvist, “Physico-Chemical Properties of Soils: Soil-Water Systems,” Journal of the Soil Mechanics and Foundations Division, vol. 85, no. 2, pp. 31–53, Feb. 1959, doi: 10.1061/JSFEAQ.0000189. DOI: https://doi.org/10.1061/JSFEAQ.0000189
V. N. Kaliakin, M. Mashayekhi, and A. Nieto-Leal, “The time- and temperature-related behavior of clays: Microscopic considerations and macroscopic modeling,” in Clays and Clay Minerals: Geological Origin, Mechanical Properties and Industrial Applications, L. R. Wesley, Ed., New York: Nova Publishers, 2014, pp. 1–44.
M. Mashayekhi, “Modeling the Temperature-Dependent Response of Saturated Cohesive Soils in a Generalized Bounding Surface Framework,” PhD dissertation, University of Delaware, Delaware, 2018.
R. F. Scott, Principles of Soil Mechanics. Reading, MA: Addison-Wesley Publishing Co., 1963.
J. K. Mitchell and K. Soga, Fundamentals of Soil Behavior, 3rd ed. New York: J. Wiley & Sons, 2005.
J. G. Laguros, “Effect of Temperature on Some Engineering Properties of Clay Soils,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 186–193.
P. Ctori, “The effects of temperature on the physical properties of cohesive soil,” Ground engineering, vol. 22, no. 5, pp. 26–27, 1989.
G. E. H. Ballard and W. G. Weeks, “The human factor in determining the plastic limit of cohesive soils,” Materials Research and Standards, vol. 3, no. 9, pp. 726–729, 1963.
T. K. Liu and T. M. Thornburn, “Study of the reproducibility of Atterberg Limits,” Highway Research Record, vol. 63, pp. 22–30, 1964.
C. P. Wroth and D. M. Wood, “The correlation of index properties with some basic engineering properties of soils,” Canadian Geotechnical Journal, vol. 15, no. 2, pp. 137–145, May 1978, doi: 10.1139/t78-014. DOI: https://doi.org/10.1139/t78-014
G. T. Houlsby, “Theoretical analysis of the fall cone test,” Géotechnique, vol. 32, no. 2, pp. 111–118, Jun. 1982, doi: 10.1680/geot.1982.32.2.111. DOI: https://doi.org/10.1680/geot.1982.32.2.111
M. S. Youssef, A. Sabry, and A. H. El Ramli, “Temperature Changes and their Effects on Some Physical Properties of Soils,” in Proceedings of the 5th ICSMFE, Paris, France, 1961, pp. 419–421.
H. Wohlbier and D. Henning, “Effect of preliminary heat treatment on the shear strength of kaolinite clay,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 287–300.
J. K. Mitchell, “Temperature Effects on the Engineering Properties and Behavior of Soils,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 9–28.
T. Tippet, “An investigation into the effect of temperature upon the Atterberg Limits and mechanical properties of cohesive soils,” Undergraduate Project Report, Lanchester Polytechnic, Coventry, U.K., 1976.
J. H. Reifer, “The effect of temperature and mineralogy upon the Atterberg Limits and mechanical properties of cohesive soils,” Undergraduate Project Report, Lanchester Polytechnic, Coventry, U.K., 1977.
M. Wang, J. Benway, and A. Arayssi, “The Effect of Heating on Engineering Properties of Clays,” in Physico-Chemical Aspects of Soil and Related Materials, ASTM International100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, 1990, pp. 139–158. doi: 10.1520/STP23553S. DOI: https://doi.org/10.1520/STP23553S
I. Towhata, P. Kuntiwattanakul, and H. Kobayashi, “A Preliminary Study on Heating of Clays to Examine Possible Effects of Temperature on Soil-Mechanical Properties,” Soils and Foundations, vol. 33, no. 4, pp. 184–190, Dec. 1993, doi: 10.3208/sandf1972.33.4_184. DOI: https://doi.org/10.3208/sandf1972.33.4_184
I. Jefferson and C. D. Foss Rogers, “Liquid limit and the temperature sensitivity of clays,” Eng Geol, vol. 49, no. 2, pp. 95–109, Mar. 1998, doi: 10.1016/S0013-7952(97)00077-X. DOI: https://doi.org/10.1016/S0013-7952(97)00077-X
B. O. Hardin and W. L. Black, “Closure to ‘Vibration Modulus of Normally Consolidated Clay,’” Journal of the Soil Mechanics and Foundations Division, vol. 95, no. 6, pp. 1531–1537, Nov. 1969, doi: 10.1061/JSFEAQ.0001364. DOI: https://doi.org/10.1061/JSFEAQ.0001364
F. Tatsuoka, T. Uchimura, K. Hayano, J. Koseki, H. Di Benedetto, and M. S. A. Siddiquee, “Time-dependent deformation characteristics of stiff geomaterials in engineering practice,” in Proceedings of the Second International Symposium on Pre-Failure Deformation Characteristics of Geomaterials, Amsterdam: Balkema, 1999, pp. 1161–1262.
S. Murayama and T. Shibata, “Rheological Properties of Clays,” in Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, 1961, pp. 269–273.
S. Murayama, “Effect of Temperature on Elasticity of Clays,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 194–203.
T. W. Lambe, “The Structure of Compacted Clays,” Journal of the Soil Mechanics and Foundations Division, vol. 84, no. 2, pp. 1–34, May 1958, doi: 10.1061/JSFEAQ.0000114. DOI: https://doi.org/10.1061/JSFEAQ.0000114
L. G. Eriksson, “Temperature effects on consolidation properties of sulphide clays,” in Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, Rio De Janeiro: Taylor & Francis, 1989, pp. 2087–2090.
M. Tidfors and G. Sällfors, “Temperature Effect on Preconsolidation Pressure,” Geotechnical Testing Journal, vol. 12, no. 1, pp. 93–97, Mar. 1989, doi: 10.1520/GTJ10679J. DOI: https://doi.org/10.1520/GTJ10679J
T. Hueckel and G. Baldi, “Thermoplasticity of Saturated Clays: Experimental Constitutive Study,” Journal of Geotechnical Engineering, vol. 116, no. 12, pp. 1778–1796, Dec. 1990, doi: 10.1061/(ASCE)0733-9410(1990)116:12(1778). DOI: https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1778)
C. A. Hogentogler and E. A. Willis, “Stabilized Soil Roads,” Public Roads, vol. 17, no. 3, pp. 45–65.
I. Th. Rosenqvist, “Investigations in the Clay-Electrolyte-Water System,” Norwegian Geotechnical Institute, Publication, no. 9, pp. 1–125, 1955.
P. D. Trask and J. E. H. Close, “Effect of Clay Content on Strength of Soils,” Coastal Engineering Proceedings, no. 6, p. 50, Jan. 1957, doi: 10.9753/icce.v6.50. DOI: https://doi.org/10.9753/icce.v6.50
G. A. Leonards, “Discussion of ‘Leonards on Compacted Clay,’” Transactions of the American Society of Civil Engineers, vol. 125, no. 1, pp. 709–712, Jan. 1960, doi: 10.1061/TACEAT.0007847. DOI: https://doi.org/10.1061/TACEAT.0007847
C. C. Ladd, “Physico-Chemical Analysis of the Shear Strength of Saturated Clays,” ScD dissertation, Massachusetts Institute of Technology, Cambridge, MA, 1961.
J. K. Mitchell, “Shearing Resistance of Soils as a Rate Process,” Journal of the Soil Mechanics and Foundations Division, vol. 90, no. 1, pp. 29–61, Jan. 1964, doi: 10.1061/JSFEAQ.0000593. DOI: https://doi.org/10.1061/JSFEAQ.0000593
J. M. Duncan and R. G. Campanella, The effect of temperature changes during undrained tests. Berkeley: Soil Mechanics and Bituminous Materials Laboratory, University of California, 1965.
R. G. Campanella and J. K. Mitchell, “Influence of Temperature Variations on Soil Behavior,” Journal of the Soil Mechanics and Foundations Division, vol. 94, no. 3, pp. 709–734, May 1968, doi: 10.1061/JSFEAQ.0001136. DOI: https://doi.org/10.1061/JSFEAQ.0001136
C. A. Noble and T. Demirel, “Effect of Temperature on the Strength Behavior of Cohesive Soil,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 204–219.
M. A. Sherif and Burrous C.M., “Temperature Effects on the Unconfined Shear Strength of Saturated, Cohesive Soil,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 267–272.
S. L. Houston, W. N. Houston, and N. D. Williams, “Thermo‐Mechanical Behavior of Seafloor Sediments,” Journal of Geotechnical Engineering, vol. 111, no. 11, pp. 1249–1263, Nov. 1985, doi: 10.1061/(ASCE)0733-9410(1985)111:11(1249). DOI: https://doi.org/10.1061/(ASCE)0733-9410(1985)111:11(1249)
S. Leroueil and M. E. S. Marques, “State of the Art: Importance of Strain Rate and Temperature Effects in Geotechnical Engineering,” in Measuring and modeling time dependent soil behavior: Geotechnical Special Publication No. 61, T. C. Sheahan and V. N. Kaliakin, Eds., ASCE, 1996, pp. 1–60.
A. Casagrande and N. Carillo, “Shear failure of anisotropic materials,” Proceedings of the Boston Society of Civil Engineers, vol. 31, no. 4, pp. 74–87, 1944.
F. Tavenas and S. Leroueil, “Effects of Stress and Time on Yielding of Clays,” in Proceedings of the 9th ICSMFE, Tokyo, 1977, pp. 319–326.
V. N. Kaliakin, “Anisotropic Elasticity for Soils: A Synthesis of Some Key Issues,” BULLETIN of L.N. Gumilyov Eurasian National University. Technical Science and Technology Series, vol. 127, no. 2, pp. 49–63, 2019, doi: 10.32523/2616-7263-2019-127-2-49-63. DOI: https://doi.org/10.32523/2616-7263-2019-127-2-49-63
Y. F. Dafalias, “On elastoplastic-viscoplastic constitutive modelling of cohesive soils,” in Geomechanical Modelling in Engineering Practice, R. Dungar and J. R. Studer, Eds., Amsterdam: Balkema, 1986, ch. 13, pp. 313–330. DOI: https://doi.org/10.1201/9780203753583-16
T. Hueckel and R. Pellegrini, “A note on thermomechanical anisotropy of clays,” Eng Geol, vol. 41, no. 1–4, pp. 171–180, Jan. 1996, doi: 10.1016/0013-7952(95)00050-X. DOI: https://doi.org/10.1016/0013-7952(95)00050-X
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,” Report EUR 13365, Commission of the European Communities, Nuclear science and technology, vol. 1, p. 134, 1991.
C. Del Olmo, V. Fioravante, F. Gera, T. Hueckel, J. C. Mayor, and R. Pellegrini, “Thermomechanical properties of deep argillaceous formations,” Eng Geol, vol. 41, no. 1–4, pp. 87–102, Jan. 1996, doi: 10.1016/0013-7952(95)00048-8. DOI: https://doi.org/10.1016/0013-7952(95)00048-8
R. T. Martin and C. C. Ladd, “Fabric of Consolidated Kaolinite,” Clays Clay Miner, vol. 23, no. 1, pp. 17–25, Feb. 1975, doi: 10.1346/CCMN.1975.0230103. DOI: https://doi.org/10.1346/CCMN.1975.0230103
R. J. Mitchell, “Some deviations from isotropy in a lightly overconsolidated clay,” Géotechnique, vol. 22, no. 3, pp. 459–467, Sep. 1972, doi: 10.1680/geot.1972.22.3.459. DOI: https://doi.org/10.1680/geot.1972.22.3.459
S. P. S. Virdi and M. J. Keedwell, “Some observed effects of temperature variation on soil behaviour,” in International Conference on Rheology and Soil Mechanics, M. J. Keedwell, Ed., London: Elsevier, 1988, pp. 336–354. doi: 10.1016/0148-9062(90)92838-6. DOI: https://doi.org/10.1016/0148-9062(90)92838-6
C. J. Russell Coccia and J. S. McCartney, “A Thermo-Hydro-Mechanical True Triaxial Cell for Evaluation of the Impact of Anisotropy on Thermally Induced Volume Changes in Soils,” Geotechnical Testing Journal, vol. 35, no. 2, pp. 227–237, Mar. 2012, doi: 10.1520/GTJ103803. DOI: https://doi.org/10.1520/GTJ103803
H. Gray, “Progress Report on Research on the Consolidation of Fine-Grained Soils,” in Proceedings of the 1st ICSMFE, Cambridge, MA, 1936, pp. 138–141.
R. D. Charles, “Volume Changes in Isotropically Consolidated Soils Induced by Temperature Cycling,” Master’s thesis, University of Delaware, Delaware, 1988.
K. R. Demars and R. D. Charles, “Soil volume changes induced by temperature cycling,” Canadian Geotechnical Journal, vol. 19, no. 2, pp. 188–194, May 1982, doi: 10.1139/t82-021. DOI: https://doi.org/10.1139/t82-021
G. Baldi, T. Hueckel, and R. Pellegrini, “Thermal volume changes of the mineral–water system in low-porosity clay soils,” Canadian Geotechnical Journal, vol. 25, no. 4, pp. 807–825, Nov. 1988, doi: 10.1139/t88-089. DOI: https://doi.org/10.1139/t88-089
R. G. Campanella, “Effect of Temperature and Stress on the Time-Deformation Behavior of Clays,” PhD dissertation, University of California, Berkeley, 1965.
R. L. Plum and M. I. Esrig, “Some Temperature Effects on Soil Compressibility and Pore Water Pressure,” in Proceedings of International Conference on the Effects of Temperature and Heat on Engineering Behaviour of Soils: Highway Research Board, National Research Council, Special Report 103, J. K. Mitchell, Ed., Washington, D.C., 1969, pp. 231–242.
I. Towhata, P. Kuntiwattanaku, I. Seko, and K. Ohishi, “Volume Change of Clays Induced by Heating as Observed in Consolidation Tests,” Soils and Foundations, vol. 33, no. 4, pp. 170–183, Dec. 1993, doi: 10.3208/sandf1972.33.4_170. DOI: https://doi.org/10.3208/sandf1972.33.4_170
H. M. Abuel-Naga, D. T. Bergado, G. V. Ramana, L. Grino, P. Rujivipat, and Y. Thet, “Experimental Evaluation of Engineering Behavior of Soft Bangkok Clay under Elevated Temperature,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 132, no. 7, pp. 902–910, Jul. 2006, doi: 10.1061/(ASCE)1090-0241(2006)132:7(902). DOI: https://doi.org/10.1061/(ASCE)1090-0241(2006)132:7(902)
R. E. Paaswell, “Temperature Effects on Clay Soil Consolidation,” Journal of the Soil Mechanics and Foundations Division, vol. 93, no. 3, pp. 9–22, May 1967, doi: 10.1061/JSFEAQ.0000982. DOI: https://doi.org/10.1061/JSFEAQ.0000982
H. M. Abuel-Naga, D. T. Bergado, and B. F. Lim, “Effect of Temperature on Shear Strength and Yielding Behavior of Soft Bangkok Clay,” Soils and Foundations, vol. 47, no. 3, pp. 423–436, Jun. 2007, doi: 10.3208/sandf.47.423. DOI: https://doi.org/10.3208/sandf.47.423
F. N. Finn, “The Effect of Temperature on the Consolidation Characteristics of Remolded Clay,” in Symposium on Consolidation Testing of Soils, ASTM, 1952, pp. 65–71. doi: 10.1520/STP48297S. DOI: https://doi.org/10.1520/STP48297S
K. Habibaghi, “Influence of Temperature on Consolidation Behavior of Remolded Organic Paulding and Inorganic Paulding Soils,” PhD dissertation, University of Illinois, Urbana, IL, 1969.
K. Habibaghi, “Temperature effect on consolidation behaviour of overconsolidated soils,” in Proceedings of the 8th ICSMFE, Moscow, USSR, 1973, pp. 159–163. doi: 10.1016/0148-9062(75)91842-2. DOI: https://doi.org/10.1016/0148-9062(75)91842-2
S. Burghignoli, A., Desideri, A., & Miliziano, “Deformability of clays under non isothermal conditions,” Revista Italiana di Geotechnica, vol. 25, no. 4, pp. 227–236, 1992.
N. E. Simons, “Consolidation Investigation on Undisturbed Fornebu Clay,” Norwegian Geotechnical Institute Publication, pp. 1–9, 1965.
N. Tanaka, “Thermal elastic plastic behaviour and modelling of saturated clays,” PhD dissertation, University of Manitoba, Winnipeg, Canada, 1995.
C. Cekerevac and L. Laloui, “Experimental study of thermal effects on the mechanical behaviour of a clay,” Int J Numer Anal Methods Geomech, vol. 28, no. 3, pp. 209–228, Mar. 2004, doi: 10.1002/nag.332. DOI: https://doi.org/10.1002/nag.332
A. Burghignoli, A. Desideri, and S. Miliziano, “A laboratory study on the thermomechanical behaviour of clayey soils,” Canadian Geotechnical Journal, vol. 37, no. 4, pp. 764–780, Aug. 2000, doi: 10.1139/t00-010. DOI: https://doi.org/10.1139/t00-010
A. Sridharan and M. S. Jayadeva, “Double layer theory and compressibility of clays,” Géotechnique, vol. 32, no. 2, pp. 133–144, Jun. 1982, doi: 10.1680/geot.1982.32.2.133. DOI: https://doi.org/10.1680/geot.1982.32.2.133
J. Graham, N. Tanaka, T. Crilly, and M. Alfaro, “Modified Cam-Clay modelling of temperature effects in clays,” Canadian Geotechnical Journal, vol. 38, no. 3, pp. 608–621, 2001, doi: 10.1139/cgj-38-3-608. DOI: https://doi.org/10.1139/t00-125
A. Burghignoli and A. Desideri, “Influenza della temperature sulla compressibilitia delle argille,” in Gruppo Nazionale di Coodinamento per gli Studi di Ingegneria Geotecnica, Monselice, 1988, pp. 193–206.
M. Boudali, S. Leroueil, and B. R. S. Murthy, “Viscous behaviour of natural soft clays,” in Proceedings of the 13th ICSMFE, New Delhi, 1994, pp. 411–416.
L. Moritz, “Geotechnical Properties of Clay at Elevated Temperatures,” in International Symposium on Compression and Consolidation of Clayey Soils - IS-Hiroshima 95, Y. Hiroshi and O. Kusakabe, Eds., Amsterdam: Balkema, 1995, pp. 267–272.
J. K. Mitchell and R. G. Campanella, “Creep Studies on Saturated Clays,” in ASTM-NRC Symposium on Laboratory Shear Testing of Soils, Special Technical Publication ASTM 361, Ottawa, Canada: ASTM, 1964, pp. 90–103. doi: 10.1520/STP29986S. DOI: https://doi.org/10.1520/STP29986S
J. K. Mitchell, R. G. Campanella, and A. Singh, “Soil Creep As A Rate Process,” Journal of the Soil Mechanics and Foundations Division, vol. 94, no. 1, pp. 231–253, Jan. 1968, doi: 10.1061/JSFEAQ.0001085. DOI: https://doi.org/10.1061/JSFEAQ.0001085
H. B. Seed, J. K. Mitchell, and C. K. Chan, “The Strength of Compacted Cohesive Soils,” in Proceedings of the ASCE Research Conference on the Shear Strength of Cohesive Soils, Boulder, CO, 1960, pp. 877–964.
V. A. Sowa, “A Comparison of the Effects of Isotropic and Anisotropic Consolidation on the Shear Behavior of a Clay,” PhD dissertation, University of London, UK, 1963.
D. J. Henkel and V. A. Sowa, “Discussion on Symposium on Laboratory Shear Testing of Soils,” in ASTM-NRC Symposium on Laboratory Shear Testing of Soils, 1964.
D. A. Sangrey, “The Behavior of Soils Subjected to Repeated Loading,” PhD dissertation, Cornell University, Ithaca, NY, 1968.
V. N. Kaliakin, “Bounding Surface Elastoplasticity-Viscoplasticity for Clays,” PhD dissertation, University of California, Davis, 1985.
K. Y. Lo, “Secondary Compression of Clays,” Journal of Soil Mechanics and Foundation Division, vol. 87, no. SM4, pp. 61–88, 1961. DOI: https://doi.org/10.1061/JSFEAQ.0000365
R. L. Schiffman, C. C. Ladd, and A. T. Chen, “Secondary Consolidation of Clay,” in Proceedings of the Rheology and Soil Mechanics Symposium, IUTAM, J. Kravtchenko and P. M. Sirieys, Eds., Springer-Verlag, 1966, pp. 273–304. DOI: https://doi.org/10.1007/978-3-642-46047-0_25
T. Hueckel, B. François, and L. Laloui, “Explaining thermal failure in saturated clays,” Géotechnique, vol. 59, no. 3, pp. 197–212, Apr. 2009, doi: 10.1680/geot.2009.59.3.197. DOI: https://doi.org/10.1680/geot.2009.59.3.197
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University of Delaware
Grant numbers The graduate studies of the second author were partially supported by funding provided by the Department of Civil and Environmental Engineering at the University of Delaware