Publications

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. “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.

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).

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., 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.

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.

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.

Hueckel, T. “A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading.” Constitutive Relations for Soils. Workshop Results, Grenoble, 1982, January 1, 1984, 311–30.

Hueckel, T. “MODEL FOR DILATANT ROCK BEHAVIOUR UNDER VARIABLE LOADING.,” December 1, 1982, 198–207.

Nova, R., and T. Hueckel. “An engineering theory of soil behaviour in unloading and reloading.” Meccanica 16, no. 3 (September 1, 1981): 136–48. https://doi.org/10.1007/BF02128442.

Hueckel, T. “Approximate Analysis of the Compression of Rock Pillars in Post-critical Range.” Archiwum Gornictwa 26, no. 1 (January 1, 1981): 161–94.

Hueckel Tomasz, Joe. “PRZYBLIZONA ANALIZA SCISKANIA FILAROW SKALNYCH W STANIE POKRYTYCZNYM. left bracket Approximate Analysis of the Compression of Rock Pillars in Post-critical Range right bracket .” Archiwum Gornictwa/Archives of Mining Sciences 26, no. 1 (1981): 161–94.

Hueckel, Tomasz, and Roberto Nova. “SULLA DEGRADAZIONE CICLICA DELLE ARGILLE. left bracket On Cyclic Degradation of Clay right bracket .” Rivista Italiana Di Geotecnica 15, no. 4 (1981): 223–34.

Nova, R., and T. Hueckel. “UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS.” Soils and Foundations 21, no. 4 (January 1, 1981): 13–28.

Hueckel, T. “ON DISCRETE STRESS RATE SENSITIVITY IN PIECEWISE MODELLING OF CYCLIC LOADING OF SOLIDS.” Journal de Mecanique 20, no. 2 (January 1, 1981): 365–78.