Hidrológiai Közlöny 2012 (92. évfolyam)
3. szám - Imre Emőke–Laufer Imre–Sheng, Daichao: A telítetlen talajok egyes talajmechanikai anyagmodelljei
72 HIDROLÓGIAI KÖZLÖNY 2012. 92. ÉVF. 3. SZ. Jennings JEB & Burland JB. 1962. Limitations to the use of effective stresses in partly saturated soils. Géotechnique, 12: 125-144. Jiang MJ, Leroueil S & Konrad JM. 2004. Insight into shear strength functions of unsaturated granulates by DEM analyses. Computers & Geotechnics, 31:473-489. Jommi C. 2000. Remarks on the constitutive modelling of unsaturated soils. In: Experimental Evidence & Theoretical Approaches in Unsaturated Soils (Tarantino A & Mancuso C, eds), Balkema, Rotterdam, 139Katti DR, Schmidt SR, Ghosh P & Katti KS. 2007. Molecular modelling of the mechanical behaviour and interactions in dry and slightly hydrated sodium montmorillonite interlayer. Canadian Geotechnical Journal, 44: 425-435. Khalili N, Habte MA & Zargarbashi S. 2008. A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses. Computers & Geotechnics, 35: 872-889. Khalili N & Khabbaz MH. 1998. A unique relationship for the determination of the shear strength of unsaturated soils. Géotechnique, 48:681 -687 Kikumoto M, Kyokawa H, Nakai T & Shahin HM. 2010. A simple elastoplastic model for unsaturated soils and interpretations of collapse and compaction behaviours. Proc. 5th Int. Conf. Unsaturated Soils. Taylor & Francis (In press). Kimoto S, Oka F, Fushita T & Fujiwaki M. 2007. A chemo-thermo-mechanically coupled numerical simulation of the subsurface ground deformations due to methane hydrate dissociation. Computers & Geotechnics, 34:216-228. Kohgo Y, Nakano M & Miyazaki T. 1993. Theoretical aspects of constitutive modelling for unsaturated soils. Soils & Foundations, 33: 49-63. Kohgo Y. 2003. Review of constitutive models for unsaturated soils and initial-boundary value analyses. In Unsaturated Soils - Geotechnical and Geoenvironmental Issues (Proc. 2 Asian Conf, Karube D, Iizuka A, Kato S, Kawai K, Tateyama K, eds), pp. 21 -40. Kohler R & Hofstetter G. 2008. A cap model for partially saturated soils. Int. J. Numer. Anal. Methods Geomechanics. 32: 981-1004. Kolymbas D. 1991. An outline of hypoplasticity, Archive Applied Mechanics, 61: 143-151. Kurucuk N, Kodikara J & Fredlund DG. 2009. Evolution of the compaction process: Experimental study - preliminary results. In: Unsaturated Soils - Theoretical & Numerical Advances in Unsaturated Soil Mechanics (Buzzi O, Fityus SG & Sheng D, eds), CRC Press, pp. 887-893. Laloui L & Nuth M, 2009. On the use of the generalised effective stress in the constitutive modelling of unsaturated soils. Computers & Geotechnics, 36: 20-23. Lee IM, Sung SG & Cho GC. 2005. Effect of stress state on the unsaturated shear strength of a weathered granite. Canadian Geotechnical Journal, 42: 624-631. Li JK, Zhang LM and Fredlund DG. 2009. Permeability tensor and REV saturated cracked soil. Canadian Geotechnical Journal, 46: 928-942. Li XS. 2007. Thermodynamics-based constitutive framework for unsaturated soils, 1: Theory. Géotechnique, 57: 411-422. Lloret M, Sánchez M & Wheeler SJ. 2009. Generalised elastoplastic stressstrain and modified suction-degree of saturation relations of fully coupled model. In: Unsaturated Soils — Theoretical & Numerical Advances in Unsaturated Soil Mechanics (Buzzi O, Fityus SG & Sheng D, eds), CRC Press, pp. 667-672. Loret B, Hueckel T & Gajo A. 2002. Chemo-mechanical coupling in saturated porous media: elastic-plastic behaviour of homoionic expansive clays. Int. J. Solids & Structures, 39: 2773-2806. Loret B & Khalili N. 2002. An effective stress elastic-plastic model for unsaturated porous media. Mechanics of Materials, 34: 97-116. Manzanal D, Pastor M & Fernandez Merodo JA. 2009. A unified constitutive model for unsaturated soils based on generalised plasticity theory. In: Unsaturated Soils - Theoretical & Numerical Advances in Unsaturated Soil Mechanics (Buzzi O, Fityus SG & Sheng D, eds), CRC Press, pp. 655-660. Marshall TJ, Holmes JW & Rose CW. 1996. Soil Physics. Cambridge University Press, New York. Masin D. 2010. Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils. Int. J. Numer. Anal. Methods Geomechanics, 34: 73-90. Masin D & Khalili N. 2008. A hypoplastic model for mechanical response of unsaturated soils. Int. J. Numer. Anal. Methods Geomechanics, 32: 1903-1926. Matyas EL & Radhakrishna HS. 1968. Volume change characteristics of partly saturated soils. Géotechnique, 18: 432-448. Merchán V, Vaunat J, Romero E and Meca T. Experimental study of the influence of suction on the residual friction angle of clays. In: Unsaturated Soils: Advances in Geo-Engineering (Toll DG, Augarde CE, Gallipoli D & Wheeler SJ, eds), CRC Press, pp. 423-428. Miao L, Houston SL, Cui Y & Yuan J. 2007. Relationship between soil structure mechanical behaviour for an expansive unsaturated clay. Canadian Geotechnical Journal, 44:126-137. Miller GA, Khoury CN, Muraleetharan KK, Liu C & Kibbey TCG. 2008. Effects of soil skeleton deformations on hysteretic soil water characteristic curves: Experiments and simulations. Water Resources Research, 44: W00C06. Modaressi A & Modaressi H. 1995. Thermoplastic constitutive model for unsaturated soils: A prospective approach. In: Numerical Models in Geomechanics (Pande GN & Pietruszczak S, eds), Balkema, Rotterdam, pp. 45-50. Morván M. Wong H & Branque D. 2010. An unsaturated soil model with minimal number of parameters based on bounding surface plasticity. Int. J. Numer. Anal. Methods Geomechanics, 34 (in press, doi: 10.1002 /nag.871). Ng C WW & Chiu ACF. 2001. Behaviour of loosely compacted unsaturated volcanic soil. J. Geotech. Geoenviron. Engng, 127: 1027-1036. Ng CWW, Cui YJ, Chen R & Delage P. 2007. The axis-translation and osmotic techniques in shear testing of unsaturated soils. Soils & Foundations, 47: 675-684. Ng CWW & Pang YW. 2000. Influence of stress state on soil-water characteristics and slope stability. J. Geotech. Geoenviron. Eng, 126:157-166 Nuth M & Laloui L. 2008a. Advances in modelling hysteretic water retention curve in deformable soils. Computers & Geotechnics, 35: 835-844. Nuth M & Laloui L. 2008b. Effective stress concept in unsaturated soils: clarification and validation of a unified framework. Int. J. Numer. Anal. Methods Geomechanics, 32: 771-801. Oberg A & Sällfors G. 1997. Determination of shear strength parameters of unsaturated silts and sands based on the water retention curve. Geotech. Testing Journal, 20:4048. Oldecop LA and Alonso EE. 2007. Theoretical investigation of the timedependent behaviour ofrockfill. Géotechnique, 57: 289-301. Pastor M, Zienkiewicz O & Chan A. 1990. Generalized plasticity and the modelling of soil behaviour. Int. J. Numer. Anal. Methods Geomechanics, 14: 151-190. Pereira JM & Alonso EE. 2009. Insights into the links between microstructure and Bishop's c parameter. In: Unsaturated Soils - Theoretical & Numerical Advances in Unsaturated Soil Mechanics (Buzzi O, Fityus SG & Sheng D, eds), CRC Press, pp. 685-690. Pereira JM & de Gennaro V. 2010. On the time-dependent behaviour of unsaturated geomaterials. Proc. 5th Int. Conf. on Unsaturated Soils. Taylor & Francis (In press). Pereira JM, Wong H, Dubujet P & Dangla P. 2005. Adaptation of existing behaviour models to unsaturated states: Application to CJS model. Int. J. Numer. Anal. Methods Geomechanics, 29: 1127-1155. Pedroso DM, Sheng D & Sloan SW. 2008. Stress update algorithm for elastoplastic models with non-convex yield surfaces. Int. J. Numerical Methods in Engng, 76: 2029-2062. Raveendiraraj A. 2009. Coupling of mechanical behaviour and water retention behaviour in unsaturated soils. PhD Thesis. Univ.of Glasgow, UK. Rojas E. 2008. Equivalent stress equation for unsaturated soils, I: Equivalent stress. Int. J. Geomechanics, 8: 285-290. Romero E, Gens A & Lloret A. 1999. Water permeability, water retention and microstructure of unsaturated compacted Boom clay. Engng Geol., 54: 117-127. Romero E & Jommi C. 2008. An insight into the role of hydraulic history on the volume changes of anisotropic clayey soil. Water Resources Research, 44, W12412. Russell AR & Khalili N. 2006. A unified bounding surface plasticity model for unsaturated soils. Int. J. Numer. Anal. Methods Geomechanics, 30: 181-212. Samat S Vaunat J & Gens A. 2008. A thermomechanical framework for modelling the response of unsaturated soils. In: Unsaturated Soils: Advances in Geo-Engineering (Toll DG, Augarde CE, Gallipoli D & Wheeler SJ, eds), CRC Press, pp. 547-552. Sánchez M, Gens A, Guimar?es L do N & Olivella S. 2005. A double structure generalized plasticity model for expansive materials. Int. J. Numer. Anal. Methods Geomechanics, 29: 751-787. Sánchez M, Gens A, Guimaraes L do N, Olivella S. 2008. Implementation algorihm of a generalised plasticity model for swelling clay. Computers & Geotechnics, 35:860-871. Santagiuliana R & Schrefler BA. 2006. Enhancing the Bolzon-SchreflerZienkiewicz constitutive model for partially saturated soil. Transport Porous Media, 65: 1-30. Scholt?s L, Hicher PY, Nicot F, Chareye B & Darve F. 2009. On the capillary stress tensor in wet granular materials. Int. J. Numer. Anal. Methods Geomechanics, 33:1289-1313. Sheng D. 2003. Non-convexity of the Barcelona Basic Model - Comment on SJ Wheeler, D Gallipoli & M Karstunen (2002; 26:1561-1571), In-