Publications

Kaczmarek, M., and T. Hueckel. “Chemo-Mechanical Consolidation of Clays: Analytical Solutions for a Linearized One-Dimensional Problem.” Transport in Porous Media 32, no. 1 (January 1, 1998): 49–74. https://doi.org/10.1023/A:1006530405361.

Kaczmarek, M., and T. Hueckel. “Use of porosity in models of consolidation.” Journal of Engineering Mechanics 124, no. 2 (January 1, 1998): 237–39. https://doi.org/10.1061/(ASCE)0733-9399(1998)124:2(237).

Hueckel, Tomasz, Rita Pellegrini, and Carlos Del Olmo. “Constitutive study of thermo-elasto-plasticity of deep carbonatic clays.” International Journal for Numerical and Analytical Methods in Geomechanics 22, no. 7 (1998): 549–74. https://doi.org/10.1002/(SICI)1096-9853(199807)22:73.0.CO;2-R.

Hueckel, T. “Chemo-plasticity of clays subjected to stress and flow of a single contaminant.” International Journal for Numerical and Analytical Methods in Geomechanics 21, no. 1 (January 1, 1997): 43–72. https://doi.org/10.1002/(sici)1096-9853(199701)21:13.0.co;2-1.

Hueckel, T., M. Kaczmarek, and P. Caramuscio. “Theoretical assessment of fabric and permeability changes in clays affected by organic contaminants.” Canadian Geotechnical Journal 34, no. 4 (January 1, 1997): 588–603. https://doi.org/10.1139/t97-013.

Hueckel, T., Q. Zhang, Y. P. Chang, and M. Kaczmarek. “Chemically and biologically induced consolidation problems in geomechanics - An overview.” In NUMERICAL MODELS IN GEOMECHANICS - NUMOG VI, edited by S. Pietruszczak and G. N. Pande, 325–32. A A BALKEMA, 1997.

Kaczmarek, M., T. Hueckel, V. Chawla, and P. Imperiali. “Transport Through a Clay Barrier with the Contaminant Concentration Dependent Permeability.” Transport in Porous Media 29, no. 2 (January 1, 1997): 159–78. https://doi.org/10.1023/A:1006565417159.

Del Olmo, C., V. Fioravante, F. Gera, T. Hueckel, J. C. Mayor, and R. Pellegrini. “Thermomechanical properties of deep argillaceous formations.” Engineering Geology 41, no. 1-4 SPEC. ISS. (January 1, 1996): 87–102. https://doi.org/10.1016/0013-7952(95)00048-8.

Hueckel, T., and A. Peano. “Thermomechanics of clays and clay barriers, 3rd international workshop on clay barriers, ISMES, Bergamo, Italy, October 22-24, 1993 - introduction.” Engineering Geology 41, no. 1–4 (January 1, 1996): 1–4. https://doi.org/10.1016/0013-7952(95)00045-3.

Gera, F., T. Hueckel, and A. Peano. “Critical issues in modelling the long-term hydro-thermomechanical performance of natural clay barriers.” Engineering Geology 41, no. 1-4 SPEC. ISS. (January 1, 1996): 17–33. https://doi.org/10.1016/0013-7952(95)00047-x.

Hueckel, T., and R. Pellegrini. “A note on thermomechanical anisotropy of clays.” Engineering Geology 41, no. 1-4 SPEC. ISS. (January 1, 1996): 171–80. https://doi.org/10.1016/0013-7952(95)00050-x.

Hueckel, T. “Strain and contamination history dependence in chemo-plasticity of clays subjected to environmental loads.” In NUMERICAL MODELS IN GEOMECHANICS, edited by G. N. Pande and S. Pietruszczak, 329–36. A A BALKEMA, 1995.

Hueckel, T., A. Peano, and R. Pellegrini. “A constitutive law for thermo-plastic behaviour of rocks: an analogy with clays.” Surveys in Geophysics 15, no. 5 (September 1, 1994): 643–71. https://doi.org/10.1007/BF00690178.

Hueckel, T., A. Peano, and R. Pellegrini. “A thermo-plastic constitutive law for brittle-plastic behavior of rocks at high temperatures.” Pure and Applied Geophysics PAGEOPH 143, no. 1–3 (March 1, 1994): 483–510. https://doi.org/10.1007/BF00874339.

Hueckel, T., and E. Tutumluer. “Modeling of elastic anisotropy due to one-dimensional plastic consolidation of clays.” Computers and Geotechnics 16, no. 4 (January 1, 1994): 311–49. https://doi.org/10.1016/0266-352X(94)90013-2.

GERA, F., T. HUECKEL, and R. PELLEGRINI. “MAGMATIC INSTRUSIONS IN CLAYS AS GEOMECHANICAL NATURAL ANALOGS.” In NUCLEAR SCIENCE AND TECHNOLOGY, 273–79, 1994.

Ma, C., and T. Hueckel. “Thermomechanical effects on adsorbed water in clays around a heat source.” International Journal for Numerical and Analytical Methods in Geomechanics 17, no. 3 (January 1, 1993): 175–96. https://doi.org/10.1002/nag.1610170304.

Hueckel, Tomasz. “On effective stress concepts and deformation in clays subjected to environmental loads: Discussion.” In Canadian Geotechnical Journal, 29:1120–25. Canadian Science Publishing, 1992. https://doi.org/10.1139/t92-130.

Ma, C., and T. Hueckel. “Effects of inter-phase mass transfer in heated clays: A mixture theory.” International Journal of Engineering Science 30, no. 11 (January 1, 1992): 1567–82. https://doi.org/10.1016/0020-7225(92)90126-2.

Hueckel, T., E. Tutumluer, and R. Pellegrini. “A note on non‐linear elasticity of isotropic overconsolidated clays.” International Journal for Numerical and Analytical Methods in Geomechanics 16, no. 8 (January 1, 1992): 603–18. https://doi.org/10.1002/nag.1610160805.

Hueckel, T. A. “Water-mineral interaction in hygromechanics of clays exposed to environmental loads: a mixture-theory approach.” Canadian Geotechnical Journal 29, no. 6 (January 1, 1992): 1071–86. https://doi.org/10.1139/t92-124.

Chenmin Ma, and T. Hueckel. “Stress and pore pressure in saturated clay subjected to heat from radioactive waste: a numerical simulation.” Canadian Geotechnical Journal 29, no. 6 (January 1, 1992): 1087–94. https://doi.org/10.1139/t92-125.

Hueckel, T., and R. Pellegrini. “Effective stress and water pressure in saturated clays during heating-cooling cycles.” Canadian Geotechnical Journal 29, no. 6 (January 1, 1992): 1095–1102. https://doi.org/10.1139/t92-126.

Hueckel, T. “Damping, cyclic strain buildup and fatigue of rocks a generalized Ramberg-Osgood approach.” Computers and Geotechnics 12, no. 3 (January 1, 1991): 235–69. https://doi.org/10.1016/0266-352X(91)90038-H.

Hueckel, T., and R. Pellegrini. “Thermoplastic modeling of undrained failure of saturated clay due to heating.” Soils and Foundations 31, no. 3 (January 1, 1991): 1–16. https://doi.org/10.3208/sandf1972.31.3_1.