Publications
Modeling of thermal failure of saturated clays." Numerical Models in Geomechanics. Numog Iii (1989): 81-90.
"Thermal volume changes of the mineral-water system in low-porosity clay soils." Canadian geotechnical journal 25, no. 4 (1988): 807-825.
"Thermal volume changes of the mineral-water system in low-porosity clay soils." Canadian Geotechnical Journal 25, no. 4 (1988): 807-825.
"Some geotechnical aspects of radioactive waste isolation in continental clays." Computers and Geotechnics 3, no. 2-3 (1987): 157-182.
"HARD CLAY AS HOST MEDIUM: THERMO-MECHANICAL EXPERIMENTS AND MODEL." Materials Research Society Symposium Proceedings 50 (1986): 595-605.
"Discretized kinematic hardening in cyclic degradation of rocks and soils." Engineering Fracture Mechanics 21, no. 4 (1985): 923-945.
"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.
"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.
"MODEL FOR DILATANT ROCK BEHAVIOUR UNDER VARIABLE LOADING." (1982): 198-207.
"Approximate Analysis of the Compression of Rock Pillars in Post-critical Range." Archiwum Gornictwa 26, no. 1 (1981): 161-194.
"On Cyclic Degradation of Clay." Rivista Italiana Di Geotecnica 15, no. 4 (1981): 223-234.
"ON DISCRETE STRESS RATE SENSITIVITY IN PIECEWISE MODELLING OF CYCLIC LOADING OF SOLIDS." Journal De Mecanique 20, no. 2 (1981): 365-378.
"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.
SULLA DEGRADAZIONE CICLICA DELLE ARGILLE. left bracket On Cyclic Degradation of Clay right bracket ." Rivista Italiana Di Geotecnica 15, no. 4 (1981): 223-234.
"UNIFIED APPROACH TO THE MODELLING OF LIQUEFACTION AND CYCLIC MOBILITY OF SANDS." Soils and Foundations 21, no. 4 (1981): 13-28.
"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.
"left double quote GEOTECHNICAL right double quote STRESS VARIABLES APPROACH TO CYCLIC BEHAVIOUR OF SOILS." Microstructural Science 1 (1980): 301-314.
"″GEOTECHNICAL″ STRESS VARIABLES APPROACH TO CYCLIC BEHAVIOUR OF SOILS." Microstructural Science 1 (1980): 301-314.
"HYSTERESIS BEHAVIOUR OF SOILS AND ROCKS." Transactions of the International Conference on Structural Mechanics in Reactor Technology K(a). (1979).
"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.
"PARAELASTIC HYSTERESIS OF SOILS AND ROCKS." Bulletin De L Academie Polonaise Des Sciences Serie Des Sciences Techniques 27, no. 1 (1979): 49-55.
"Some hysteresis effects of the behaviour of geologic media." International Journal of Solids and Structures 15, no. 8 (1979): 625-642.
"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.
"Coupling of elastic and plastic deformations of bulk solids." Meccanica 11, no. 4 (1976): 227-235.
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