Publications

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.

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, J. G., 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.

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.

Bigoni, D., and T. Hueckel. “Uniqueness and localization-I. Associative and non-associative elastoplasticity.” International Journal of Solids and Structures 28, no. 2 (January 1, 1991): 197–213. https://doi.org/10.1016/0020-7683(91)90205-T.

Hueckel, T. “Dilatancy hysteresis in rocks: a generalized ramberg-osgood approach.” Computers and Geotechnics 12, no. 3 (January 1, 1991): 209–34. https://doi.org/10.1016/0266-352X(91)90037-G.

Ma, C. M., and T. A. Hueckel. “Coupled thermal-mechanical-hydraulic model of saturated clays subjected to heating.” American Society of Mechanical Engineers, Heat Transfer Division, (Publication) HTD 172 (January 1, 1991): 89–96.

JOZEWICZ, W., B. K. GULLETT, and T. HUECKEL. “PERMEABILITY PROPERTIES OF FLY-ASH FROM FURNACE SORBENT INJECTION PROCESS.” In PROCESSING AND UTILIZATION OF HIGH-SULPHUR COALS IV, 18:685–99, 1991.

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.

Bigoni, D., and T. Hueckel. “Uniqueness and localization-II. Coupled elastoplasticity.” International Journal of Solids and Structures 28, no. 2 (January 1, 1991): 215–24. https://doi.org/10.1016/0020-7683(91)90206-U.

Bigoni, D., and T. Hueckel. “Addendum to "on uniqueness and strain localization in plane strain and plane stress elastoplasticity".” Mechanics Research Communications 17, no. 3 (January 1, 1990): 189. https://doi.org/10.1016/0093-6413(90)90051-d.

Hueckel, T., and G. Baldi. “Thermoplasticity of saturated clays: Experimental constitutive study.” Journal of Geotechnical Engineering 116, no. 12 (January 1, 1990): 1778–96. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1778).

HUECKEL, T. “Thermoplasticity of saturated clays: Experimental constitutive study.” ASCE J. of Geotech. Engrg. 116, no. 12 (1990): 1778–96.

Bigoni, D., and T. Hueckel. “On uniqueness and strain localization in plane strain and plane stress elastoplasticity.” Mechanics Research Communications 17, no. 1 (January 1, 1990): 15–23. https://doi.org/10.1016/0093-6413(90)90026-9.

Bigoni, D., and T. Hueckel. “A note on strain localization for a class of non-associative plasticity rules.” Ingenieur-Archiv 60, no. 8 (January 1, 1990): 491–99. https://doi.org/10.1007/BF00541905.

Hueckel, T., and M. Borsetto. “Thermoplasticity of saturated soils and shales: Constitutive equations.” Journal of Geotechnical Engineering 116, no. 12 (January 1, 1990): 1765–77. https://doi.org/10.1061/(ASCE)0733-9410(1990)116:12(1765).

Hueckel, T., and R. Pellegrini. “Modeling of thermal failure of saturated clays.” Numerical Models in Geomechanics. NUMOG III, January 1, 1989, 81–90.

Baldi, G., T. Hueckel, and R. Pellegrini. “Thermal volume changes of the mineral-water system in low-porosity clay soils.” Canadian Geotechnical Journal 25, no. 4 (January 1, 1988): 807–25. https://doi.org/10.1139/t88-089.

Hueckel, T., and A. Peano. “Some geotechnical aspects of radioactive waste isolation in continental clays.” Computers and Geotechnics 3, no. 2–3 (January 1, 1987): 157–82. https://doi.org/10.1016/0266-352X(87)90019-X.

Baldi, G., M. Borsetto, T. Hueckel, A. Peano, and E. Tassoni. “HARD CLAY AS HOST MEDIUM: THERMO-MECHANICAL EXPERIMENTS AND MODEL.” Materials Research Society Symposia Proceedings 50 (December 1, 1986): 595–605.

Hueckel, T. “Discretized kinematic hardening in cyclic degradation of rocks and soils.” Engineering Fracture Mechanics 21, no. 4 (January 1, 1985): 923–45. https://doi.org/10.1016/0013-7944(85)90098-0.

Cavalera, L., and T. Hueckel. “Experimental constitutive study of cyclic response of sand.” Proc. 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, August 1985. Vol. 2, (Balkema), January 1, 1985, 415–18.