Selected papers

Desiccation:

H.Péron, L.Laloui, L.B.Hu and T.Hueckel, 2013, Formation of drying crack patterns in soils: a deterministic approach, Acta Geotechnica, DOI: 10.1007/s11440-012-0184-5

B.Mielniczuk, T.Hueckel, M.S.EI.Youssoufi, 2013, Micro-scale study of rupture in desiccating granular media, 2013 Geo-Congress, S.D., CA

L.B.Hu, M.Monfared, B.Mielniczuk, L.Laloui, T.Hueckel and M.ASCE, M.S.EI.Youssoufi, 2013, Multi-scale approach to cracking criteria for drying silty soils, from asce.org

L.B.Hu, H.Péron, T.Hueckel and L.Laloui, 2012, Desiccation shrinkage of non-clayey soils: multiphysics mechanisms and a microstructural model, International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag.2108

L.B.Hu, H.Péron, T.Hueckel and L.Laloui, 2012, Desiccation shrinkage of non-clayey soils: a numerical study, International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag.2107

H.Péron, L.Laloui, L.B.Hu and T.Hueckel , 2009, Prediction of the spacing and patterns of drying cracks in soils, Computational Geomechanics (ComGeo I), edited by Pietruszczak et al., Juan-les-Pins, France, 623-629

H.Péron, L.Laloui, T.Hueckel and L.B.Hu, 2009, Desiccation cracking of soils, European Journal of Environmental and Civil Engineering, vol 13, issue 7-8: 869-888

L.B.Hu, T.Hueckel, H.Péron and L.Laloui, 2009, Desiccation shrinkage and its controlling properties: multiphysics, in Coupled Problems 2009, edited by Schrefler, Onate and Papadrakakis, CIMNE, Barcelona, 623-629

H.Péron, T.Hueckel and L.B.Hu, 2009, Fundamentals of desiccation cracking of fine-grained soils: experimental characterisation and mechanisms identification, Canadian Geotechnical Journal, 10/2009, 46, issue 10: 1177-1201

L.B.Hu, T.Hueckel, H.Péron and L.Laloui, 2008, Modeling Evaporation, Shrinkage and Cracking of Desiccating Soils, The 12th International Conference of IACMAG

L.B.Hu, T.Hueckel, H.Péron and L.Laloui, 2008, Desiccation shrinkage of unconstrained soil in the saturated phase, Unsaturated Soils: Advances in Engineering, D.G. Toll et al. editors, 653-658, Taylor and Francis, London 2008, ISBN 978-0-415-47692-8

Chemoplasticity:

R.Guo and T.Hueckel, 2013, Growth of polymer microstructures between stressed silica grains: a chemo-mechanical coupling, Geotechnique, http://dx.doi.org/10.1680/geot.13.P.021

M.M.Hu and T.Hueckel, 2013, Environmentally enhanced crack propagation in a chemically degrading isotropic shale, Geotechnique, http://dx.doi.org/10.1680/geot.13.P.020

M.O.Ciantia and T.Hueckel, 2013, Weathering of submerged stressed calcarenites: chemo-mechanical coupling mechanisms, Geotechnique, http://dx.doi.org/10.1680/geot.SIP13.P.024

Y.Zhao, P.Cui, L.B.Hu and T.Hueckel, 2011, Multi-scale chemo-mechanical analysis of the slip surface of landslides in the Three Gorges, China, Science China-Technological Sciences, vol 54, issue 7: 1757-1765

L.B.Hu and T.Hueckel, 2011, Coupled chemo-mechanics in evolving permeability in geomaterials, Computational Geomechanics (ComGeo II), edited by Pietruszczak and Pande, Cavtat-Dubrovnik, 2011, 599-608

L.B.Hu, H.Péron, L.Laloui and T.Hueckel, 2011, A multi-scale multi-physics model of soil drying, Geo-Frontiers 2011 - Advances in Geotechnical Engineering, ASCE, 4349-4358

T.Hueckel and L.B.Hu, 2009, Feedback mechanisms in chemo-mechanical multi-scale modeling of soil and sediment compaction, Computers and Geotechnics, 36, 2009: 934-943

L.B. Hu and T. Hueckel, 2007, Coupled chemo-mechanics of intergranular contacts: toward a three-scale model, Computers and Geotechnics, special issue, 34(4), 306-327

L.B. Hu and T. Hueckel, 2007, Creep of saturated materials as a chemically enhanced rate dependent damage process, International Journal for Numerical and Analytical Methods in Geomechanics, 31, 1537-1565

H. Péron, T. Hueckel and L. Laloui, 2007, An Improved Volume Measurement for Determining Soil Water Retention Curves, Geotechnical Testing Journal. vol 30 (1)

Z. Liu, N. Boukpeti, X. Li, F. Collin, J-P. Radu, T. Hueckel and R. Charlier, 2005, Modelling chemo-hydro-mechanical behaviour of unsaturated clays: a feasibility study, Int. J. Numer. Analyt. Methods in Geomechanics, 29:919-940

T. Hueckel, 2005, Chemo-mechanics of geomaterials, Revue europeene de genie civil: Coupled multiphysics process in geomechanics, L. Laloui, R. Charlier and G. Pijaudier-Cabot eds., Lavoisier, Paris, Vol 9: 689-711

T. Hueckel, 2005, Using natural analogues in assessing long term effects of nuclear waste disposal in clays, Revue europeene de genie civil: Coupled multiphysics process in geomechanics, L. Laloui, R. Charlier and G. Pijaudier-Cabot eds., Lavoisier, Paris, Vol 9: 791-796

N. Boukpeti, R. Charlier, T. Hueckel and Z. Liu, 2004, A Constitutive Model for Chemically Sensitive Clays, Lecture Notes in Earth Sciences, Vol. 104, 255 - 264

T. Hueckel and L.B. Hu, 2004, Chemo-mechanical coupling and damage enhanced dissolution at intergranular contact; in Numerical Models in Geomechanics, G.N. Pande and S. Pietruszczak, eds., Balkema, Rotterdam, 349-353

T. Hueckel, 2002, Reactive Plasticity for Clays during Dehydration and Rehydration. Part I: Concepts and Options, International Journal of Plasticity, 18, 3, 281 - 312

T. Hueckel and R. Pellegrini, 2002, Reactive Plasticity for Clays. Part II: Application to a natural analog of long-term geomechanical effects of nuclear waste disposal, Engineering Geology, 64, 2-3, 195 - 216

B. Loret, T. Hueckel, A. Gajo, 2002, Chemo-mechanical coupling in saturated porous media: elasto-plastic behaviour of homoionic expansive clays, International Journal of Solids and Structures, 39, 2773-2806

T. Hueckel, G. Cassiani, Fan Tao, A. Pellegrino and V. Fioravante, 2001, Aging of Oil/gas Bearing Sediments, their Compressibility and Subsidence, -Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127, 11, 926 - 938,

T. Hueckel, Tao Fan, G. Cassiani and A. Pellegrino, 2001, Chemical softening and hardening of geomaterials in situ, in Computer Methods and Advances in Geomechanics, edited by C.S. Desai et al. ,v. 1, 743- 748, Balkema, Rotterdam

T. Hueckel, F. Tao, G. Cassiani and A. Pellegrino, 1999, Reactive plasticity for geological materials with a double structure evolving during aging, in Constitutive Laws for Engineering Materials, 4th Int. Conference, RPI, Troy, NY, edited by R.C. Picu and E. Krempl, 383-387

M. Kaczmarek and T. Hueckel, 1998,Chemo-Mechanical Consolidation of Clays: Analytical Solutions for a Linearized One-dimensional Problem, Transport in Porous Media, 32, 1, 49 - 74

M. Kaczmarek, T. Hueckel, V. Chawla and P-L. Imperiali, 1997, Transport through a Clay Barrier with the Contaminant Concentration Dependent Permeability, Transport in Porous Media, 29, 159-178

T. Hueckel, 1997,Chemo-plasticity of Clays Subjected to Flow of a Single Contaminant and Stress, International Journal for Numerical and Analytical Methods in Geomechanics, 21, 1, 43 - 72

T. Hueckel, M. Kaczmarek and P. Caramuscio, 1997,Theoretical Assessment of Fabric and Permeability Changes in Clays Affected by Organic Contaminants, Canadian Geotechnical Journal, 34, 4, 588 - 603

T. A. Hueckel, 1992, Water - Mineral Interaction in Hygro-Mechanics of Clays Exposed to Environmental Loads: a Mixture Theory Approach, Canadian Geotechnical Journal, 29, 1071-1086

Thermo-plasticity/Nuclear Waste Disposal:

T.Hueckel, B.Francois and L.Laloui, 2011, Temperature-dependent internal friction of clay in a cylindrical heat source problem, Geotechnique London, doi: 10.1680/geot.9.P.124

T.Hueckel, L.Laloui and B.Francois, 2009, Implications of thermal sensitivity of the static internal friction angle, Computational Geomechanics (ComGeo I), edited by Pietruszczak et al., Juan-les-Pins, France, 104-115

T.Hueckel, B.Francois and L.Laloui, 2009, Explaining thermal failure in saturated clays, Geotéchnique, 59, No.3: 197-212

T. Hueckel, R. Pellegrini and C. Del Olmo, 1998,Constitutive Properties of Thermo-elasto-plastic Behavior of Deep Carbonatic Clays, International Journal for Numerical and Analytical Methods in Geomechanics, 22, 7, 549- 576

T. Hueckel and R. Pellegrini, 1996, A note on thermomechanical anisotropy of clays, Engineering Geology, 41, 171-180

C. Del Olmo, V. Fioravante, F. Gera, T. Hueckel, J.C. Mayor and R. Pellegrini, 1996, Thermomechanical properties of deep argillaceous formations, Engineering Geology, 41, 87-101

T. Hueckel and R. Pellegrini, 1992, Effective stress and water pressure in saturated clays during heating-cooling cycles, Canadian Geotechnical Journal, 29, 1095-1102

T. Hueckel and R. Pellegrini, 1991, Thermoplastic modeling of undrained failure of saturated clay due to heating, Soils and Foundations, 31, 3, 1-16

T. Hueckel and M. Borsetto, 1990, Thermoplasticity of Saturated Soils and Shales: Constitutive Equations, Journal of Geotechnical Engineering, ASCE, 116, 12, 1765-1777

T. Hueckel and G. Baldi, 1990, Termoplastic Behavior of Saturated Clays: an Experimental Constitutive Study, Journal of Geotechnical Engineering, ASCE, 116, 12, 1778-1796

G. Baldi, T. Hueckel and R. Pellegrini, 1988, Thermal Volume Changes of the Mineral-Water System in Low Porosity Clay Soil, Canadian Geotechnical Journal, 25, 4, 807-825

T. Hueckel, M. Borsetto and A. Peano, 1987, Modelling of Coupled Thermo-elasto-plastic- hydraulic Response of Clays Subjected to Nuclear Waste Heat, Chapter 11, in Numerical Methods in Transient and Coupled Problems, edited by R. W. Lewis et al., 213-235, J. Wiley, Chichester

M. Borsetto, D. Cricchi T. Hueckel and A. Peano, 1984, On Numerical Models for the Analysis of Nuclear Waste Disposal in Geologic Clay Formation, Proceedings of International Conference on Numerical Methods for Transient and Coupled Problems, Venice 1984, edited by R. W. Lewis et al., Pineridge Press, Swansea, 608-618,

Nonlinear Constitutive Laws and Stability Problems:

T.Hueckel and E.Tutumluer, 1994, Modeling of elastic anisotropy due to one-dimensional plastic consolidation of clays, Computers and Geotechnics, 16, 311-349

T.Hueckel, E.Tutumluer and P. Pellegrini, 1992, A Note on Non-linear Elasticity of Isotropic Overconsolidated Clays, Int. J. Numer. Analyt. Methods in Geomechanics,16, 603-618

D.Bigoni and T.Hueckel, 1991, Uniqueness and localization - II. coupled elastoplasticity, International Journal of Solids and Structures, 28, 215-224

D.Bigoni and T.Hueckel, 1991, Uniqueness and localization - I. associative and non-associative elastoplasticity, International Journal of Solids and Structures, 28, 197-213

R.Nova and T.Hueckel 1981, An engineering theory of soil behaviour in unloading and reloading, Meccanica, vol 16, No.3, 136-148

R.Nova and T.Hueckel 1981, A unified approach to the modelling of liquefaction and cyclic mobility of sands, Soils and Foundations, Japanese Society of Soil Mechanics and Foundation Engineering, vol 21, issue 4, 13-28

T. Hueckel and R.Nova, 1979, Some hysteresis effects of the behaviour of geologic media, Int. J. Solids Structures,vol 15, 625-642

G. Maier and T. Hueckel, 1979, Nonassociated and coupled flow rules of elastoplasticity for rock-like materials, Int. J. Rock. Mech. Min. & Sci. Geomech. Abstr. 16, 77-92

T. Hueckel and G. Maier, 1977, 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, 7 l-15

 

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