Publications

Found 206 results
Type [ Year(Asc)]
1987
T Hueckel, and A Peano. "Some geotechnical aspects of radioactive waste isolation in continental clays." Computers and Geotechnics 3, no. 2-3 (1987): 157-182.
1986
G Baldi, M Borsetto, T Hueckel, A Peano, and E Tassoni. "HARD CLAY AS HOST MEDIUM: THERMO-MECHANICAL EXPERIMENTS AND MODEL." Materials Research Society Symposium Proceedings 50 (1986): 595-605.
1985
T Hueckel. "Discretized kinematic hardening in cyclic degradation of rocks and soils." Engineering Fracture Mechanics 21, no. 4 (1985): 923-945.
L Cavalera, 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) (1985): 415-418.
1984
T Hueckel. "A model of soil behaviour in plastic and hysteretic ranges. Part II: cyclic loading." Constitutive Relations for Soils. Workshop Results, Grenoble, 1982 (1984): 311-330.
1981
T Hueckel. "Approximate Analysis of the Compression of Rock Pillars in Post-critical Range." Archiwum Gornictwa 26, no. 1 (1981): 161-194.
T Hueckel, and R Nova. "On Cyclic Degradation of Clay." Rivista Italiana Di Geotecnica 15, no. 4 (1981): 223-234.
T Hueckel. "ON DISCRETE STRESS RATE SENSITIVITY IN PIECEWISE MODELLING OF CYCLIC LOADING OF SOLIDS." Journal De Mecanique 20, no. 2 (1981): 365-378.
R Nova, and T Hueckel. "An engineering theory of soil behaviour in unloading and reloading." Meccanica 16, no. 3 (1981): 136-148.
"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): 161-194.
T Hueckel, and R Nova. "SULLA DEGRADAZIONE CICLICA DELLE ARGILLE. left bracket On Cyclic Degradation of Clay right bracket ." Rivista Italiana Di Geotecnica 15, no. 4 (1981): 223-234.
R Nova, and T Hueckel. "UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS." Soils and Foundations 21, no. 4 (1981): 13-28.
1980
R Nova, and T Hueckel. "A ' geotechnical' stress variables approach to cyclic behaviour of soils." Soils Under Cyclic and Transient Loading, Volume 1. Proc. International Symposium, Swansea, 7 11 January, 1980 (1980): 301-304.
R Nova, and T Hueckel. "left double quote GEOTECHNICAL right double quote STRESS VARIABLES APPROACH TO CYCLIC BEHAVIOUR OF SOILS." Microstructural Science 1 (1980): 301-314.
R Nova, and T Hueckel. "″GEOTECHNICAL″ STRESS VARIABLES APPROACH TO CYCLIC BEHAVIOUR OF SOILS." Microstructural Science 1 (1980): 301-314.
1979
T Hueckel, and R Nova. "HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS." Transactions of the International Conference on Structural Mechanics in Reactor Technology K(a). (1979).
G Maier, and T Hueckel. "Nonassociated and coupled flow rules of elastoplasticity for rock-like materials." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 16, no. 2 (1979): 77-92.
T Hueckel, and R Nova. "PARAELASTIC HYSTERESIS OF SOILS AND ROCKS." Bulletin De L Academie Polonaise Des Sciences Serie Des Sciences Techniques 27, no. 1 (1979): 49-55.
T Hueckel, and R Nova. "Some hysteresis effects of the behaviour of geologic media." International Journal of Solids and Structures 15, no. 8 (1979): 625-642.
1977
T Hueckel, and G Maier. "Incremental boundary value problems in the presence of coupling of elastic and plastic deformations: A rock mechanics oriented theory." International Journal of Solids and Structures 13, no. 1 (1977): 1-15.
1976
T Hueckel. "Coupling of elastic and plastic deformations of bulk solids." Meccanica 11, no. 4 (1976): 227-235.
T Hueckel. "On the description of non-linear elasticity of granular media." Mech. Teor. Stosow. (Poland) 14, no. 3 (1976): 335-345.
T Hueckel. "Description of Physically Nonlinear Elasticity of Granular Materials." Mech Teor I Stosow 14, no. 3 (1976): 335-345.
"O OPISIE FIZYCZNIE NIELINIOWEJ SPREZYSTOSCI MATERIALOW SYPKICH (Description of Physically Nonlinear Elasticity of Granular Materials)." Mechanika Teoretyczna I Stosowana 14, no. 3 (1976): 335-345.

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