Open Access
Issue
E3S Web Conf.
Volume 205, 2020
2nd International Conference on Energy Geotechnics (ICEGT 2020)
Article Number 04015
Number of page(s) 7
Section Thermo-Hydro-Mechanical Properties of Geomaterials
DOI https://doi.org/10.1051/e3sconf/202020504015
Published online 18 November 2020
  1. D. Martínez Calonge. Experimental investigation of the thermo-mechanical behaviour and thermal properties of London clay. PhD. Imperial College London (2017) [Google Scholar]
  2. V. Mantikos. Development of novel apparatus for establishing swelling and water retention characteristics of bentonite. PhD. Imperial College London (2018) [Google Scholar]
  3. H. Gray. Progress report on research on the consolidation of fine-grained soils. 1st Int. Conf. on Soil Mechanics and Foundation Engineering. Massachusetts, USA: p. 138-141 (1936) [Google Scholar]
  4. F. Finn. The effect of temperature on the consolidation characteristics of remolded clay. Symposium on Consolidation Testing of Soils. New Jersey, USA: p. 65-71 (1952) [CrossRef] [Google Scholar]
  5. R.E. Paaswell. Temperature effects on clay soil consolidation. Journal of the Soil Mechanics and Foundations Division. 93(3): p. 9-22 (1967) [Google Scholar]
  6. R. Plum, M. Esrig. Effects of temperature on some engineering properties of clay soils. Int. Conf. on Effects of Temperature and Heat on Engineering Behavior of Soils. Washington, D.C., USA: p. 231-242 (1969) [Google Scholar]
  7. L. Eriksson. Temperature effects on consolidation properties of sulphide clays. Int. Conf. on Soil Mechanics and Foundation Engineering. Rio de Janeiro, Brazil: p. 2087-2090 (1989) [Google Scholar]
  8. M. Tidfors, G. Sällfors. Temperature effect on preconsolidation pressure. Geotechnical Testing Journal. 12(1): p. 93-97 (1989) [CrossRef] [Google Scholar]
  9. L. Moritz. Geotechnical Properties of Clay at Elevated Temperatures. Swedish Geotechnical Institute. Report no. 47 (1995). [Google Scholar]
  10. I. Towhata, P. Kuntiwattanaku, I. Seko, K. Ohishi. Volume change of clays induced by heating as observed in consolidation tests. Soils and Foundations. 33(4): p. 170-183 (1993) [CrossRef] [Google Scholar]
  11. E. Romero. Characterisation and thermo-hydro-mechanical behaviour of unsaturated Boom Clay: An experimental study. PhD. Universitat Politècnica de Barcelona (1999) [Google Scholar]
  12. M.V. Villar, A. Lloret. Influence of temperature on the hydro-mechanical behaviour of a compacted bentonite. Applied Clay Science. 26(1-4): p. 337-350 (2004) [Google Scholar]
  13. H.M. Abuel-Naga, D.T. Bergado, S. Soralump, P. Rujivipat. Thermal consolidation of soft Bangkok clay. Lowland Technology International. 7(1): p. 13-21 (2005) [Google Scholar]
  14. B. François, S. Salager, M. El Youssoufi, D. Ubals Picanyol, L. Laloui, C. Saix. Compression tests on a sandy silt at different suction and temperature levels. Computer Applications in Geotechnical Engineering: p. 1-10 (2007) [Google Scholar]
  15. W.M. Ye, Y.W. Zhang, B. Chen, Z.J. Zheng, Y.G. Chen, Y.J. Cui. Investigation on compression behaviour of highly compacted GMZ01 bentonite with suction and temperature control. Nuclear Engineering and Design. 252(1): p. 11-18 (2012) [CrossRef] [Google Scholar]
  16. E.E. Mon, S. Hamamoto, K. Kawamoto, T. Komatsu, P. Moldrup. Temperature effects on geotechnical properties of kaolin clay: simultaneous measurements of consolidation characteristics, shear stiffness, and permeability using a modified oedometer. GSTF International Journal of Geological Sciences (JGS). 1(1): p. 1-10 (2013) [Google Scholar]
  17. A. Vega, J.S. McCartney. Cyclic heating effects on thermal volume change of silt. Environmental Geotechnics. 2(5): p. 257-268 (2015) [Google Scholar]
  18. J. Sittidumrong, A. Jotisankasa, K. Chantawarangul. Effect of thermal cycles on volumetric behavior of Bangkok sand. Geomechanics for Energy and the Environment. 20: p. 100127 (2019) [CrossRef] [Google Scholar]
  19. J.M. McGinley. The effects of temperature on the consolidation process of saturated fine-grained soils. PhD. University of Colorado (1983) [Google Scholar]
  20. A. Di Donna, L. Laloui. Response of soil subjected to thermal cyclic loading: experimental and constitutive study. Engineering Geology. 190: p. 65-76 (2015) [Google Scholar]
  21. V. Favero, A. Ferrari, L. Laloui. Thermo-mechanical volume change behaviour of Opalinus Clay. International Journal of Rock Mechanics and Mining Sciences. 90: p. 15-25 (2016) [CrossRef] [Google Scholar]
  22. C.W.W. Ng, Q. Mu, C. Zhou. Effects of boundary conditions on cyclic thermal strains of clay and sand. Géotechnique Letters. 7(1): p. 73-78 (2017) [CrossRef] [Google Scholar]
  23. D. Toll. A data acquisition and control system for geotechnical testing. Computing Developments in Civil and Structural Engineering. p. 237-242 (1999) [Google Scholar]
  24. B. François, L. Laloui. An oedometer for studying combined effects of temperature and suction on soils. Geotechnical Testing Journal. 33(2): p. 112-122 (2010) [Google Scholar]
  25. B.P. Skinner. Thermal expansion. Handbook of Physical Constants. p. 75-91 (1966) [Google Scholar]
  26. H.A. McKinstry. Thermal expansion of clay minerals. American Mineralogist: Journal of Earth and Planetary Materials. 50(1-2): p. 212-222 (1965) [Google Scholar]
  27. G. Kaye, T. Laby. Physical and chemical constants. Harlow Longman. p. 273 (1959) [Google Scholar]
  28. W. Flügge. Handbook of engineering mechanics. McGraw-Hill New York (1962) [Google Scholar]
  29. O.W. Eshbach, B.D. Tapley. Eshbach’s handbook of engineering fundamentals. John Wiley & Sons (1990) [Google Scholar]

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