On Unsaturated Soil Mechanics – Personal Views on Current Research

[1] FREDLUND D.G., RAHARDJO H., Soil mechanics for unsaturated soils, John Wiley & Sons, 1993.10.1002/9780470172759Search in Google Scholar

[2] LU N., LIKOS W.J., Unsaturated soil mechanics, John Wiley & Sons, 2004.Search in Google Scholar

[3] MURRAY E.J., SHIVKUMAR V., Unsaturated Soils: A fundamental interpretation of soil behaviour, Wiley-Blackwell, 2010.Search in Google Scholar

[4] CRAIG R.F., Soil Mechanics, Chapman & Hall, 2004.10.4324/9780203494103Search in Google Scholar

[5] BARNES G., Soil Mechanics - Principles and practice, Palgrave Macmillan, 2010.Search in Google Scholar

[6] TERZAGHI K.V., The shearing resistance of saturated soils and the angle between the planes of shear, Proceedings of the 1st International Conference on Soil Mechanics and Foundation Engineering, 1936, Vol. 1, 54-56.Search in Google Scholar

[7] LADE P.V., DE BOER R., The concept of effective stress for soil, concrete and rock, Géotechnique, 1997, 47, 61-7810.1680/geot.1997.47.1.61Search in Google Scholar

[8] PIETRUSZCZAK S., PANDE G.N., On the mechanical response of saturated cemented materials - Part I: theoretical considerations, Intern. Journ. Num. Anal. Meth. Geomech., 1995, 19, 555-562.10.1002/nag.1610190805Search in Google Scholar

[9] PIETRUSZCZAK S., TURU G., PANDE G.N., On the mechanical response of saturated cemented materials, Part II: experimental investigation and numerical simulations, Intern. Journ. Num. Anal. Meth. Geomech., 1995, 19, 563-571.10.1002/nag.1610190806Search in Google Scholar

[10] NUR A., BYERLEE J.D., An exact effective stress law for elastic deformation of rock with fluids, Journ. Geophys. Res., 2012, 76, 6414-6419.10.1029/JB076i026p06414Search in Google Scholar

[11] BISHOP A.W., BLIGHT G.E., Some aspects of effective stress in saturated and partly saturated soils, Géotechnique, 1963, 13, 177-197.10.1680/geot.1963.13.3.177Search in Google Scholar

[12] MAŠÍN D., Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils, Intern. Journ. Num. Anal. Meth. Geomech., 2010, 34, 73-90.10.1002/nag.808Search in Google Scholar

[13] LU N., GODT J.W., WU D.T., A closed-form equation for effective stress in unsaturated soil, Water Resources Res., 2010, 46, 1-14.10.1029/2009WR008646Search in Google Scholar

[14] KHALILI N., KHABBAZ M.H., A unique relationship for χ for the determination of the shear strength of unsaturated soils, Geotechnique, 1998, 48, 1-7.10.1680/geot.1998.48.5.681Search in Google Scholar

[15] BAKER R., FRYDMAN S., Unsaturated soil mechanics: Critical review of physical foundations, Engineering Geology, 2009, 106, 26-39.10.1016/j.enggeo.2009.02.010Search in Google Scholar

[16] Computers & Geotechnics, Special Issue on Unsaturated Soils: Models, Algorithms and Applications (eds. A. Gens and D. Sheng), 2008, Vol. 35.10.1016/j.compgeo.2008.08.010Search in Google Scholar

[17] Vadoze Zone Journal, Special Section: Principle of Effective Stress, 2014, Vol. 13(5).Search in Google Scholar

[18] BUCKINGHAM E., Studies on the movement of soil moisture, U.S. Department of Agriculture, Bureau of Soils, 1907, 38.Search in Google Scholar

[19] RICHARDS L.A., The usefulness of capillary potential to soil moisture and plant investigators, Journ. Agric. Res., 1928, 37, 719-742.Search in Google Scholar

[20] GARDNER R., A method of measuring the capillary tension of soil moisture over a wide moisture range, Soil Science, 1937, 43, 277-284.10.1097/00010694-193704000-00004Search in Google Scholar

[21] VAN GENUCHTEN M.T., A closed-form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Amer. Journ., 1980, 44, 892-898.10.2136/sssaj1980.03615995004400050002xSearch in Google Scholar

[22] GALLIPOLI D., Constitutive and Numerical Modelling of Unsaturated Soil, Ph.D. Thesis, University of Glasgow, U.K., 2000.Search in Google Scholar

[23] GALLIPOLI D., WHEELER S.J., KARSTUNEN M., Modelling the variation of degree of saturation in a deformable unsaturated soil, Géotechnique, 2003, 53, 105-112.10.1680/geot.2003.53.1.105Search in Google Scholar

[24] DIEUDONNE A.C., LEVASSEUR S., CHARLIER R., DELLA VECCHIA G., JOMMI C., A water retention model for compacted clayey soils, Proc. ComGeo III (eds. S. Pietruszczak and G.N. Pande), 2013, 1, 23-31. ICEE.Search in Google Scholar

[25] WANG M., PANDE G.N., KONG L.W., Comparison of pore-size distribution of soils obtained by different methods, Intern. Journ. Geomech., 2015 (submitted).Search in Google Scholar

[26] JOSA A., ALONSO A.E., LORET A., GENS A., Stress-strain behaviour or partially saturated soils, European Conference on Soil Mechanics and Foundation Engineering, Dublin, 1987, Vol. 9, 561-564.Search in Google Scholar

[27] ZAKARIA I., Yielding of unsaturated soil, Ph.D. thesis, University of Sheffield, UK 1995.Search in Google Scholar

[28] SIVAKUMAR V., A critical state framework for unsaturated soil, Ph.D. Thesis, University of Sheffield, UK 1993.Search in Google Scholar

[29] LINS A.H.P., Discussion on “An alternative framework for unsaturated soil behaviour” S. J. Wheeler (1991), Géotechnique, 1992, 42, 525-527.10.1680/geot.1992.42.3.525Search in Google Scholar

[30] TARANTINO A., DE COL E., Compaction behaviour of clay, Géotechnique, 2008, 58, No. 3, 199-213.10.1680/geot.2008.58.3.199Search in Google Scholar

[31] TARANTINO A., TOMBOLATO S., Coupling of hydraulic and mechanical behaviour in unsaturated compacted clay, Geotechnique, 2005, 55, No. 4, 307-317.10.1680/geot.2005.55.4.307Search in Google Scholar

[32] GRIFFITHS D.V., LU N., Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements, Intern. Journ. Num. Anal. Meth. Geomech., 2005, 29, 249-267.10.1002/nag.413Search in Google Scholar

[33] ALONSO E.E., GENS A., JOSA A., A constitutive model for partially saturated soils, Géotechnique, 1990, 40, 405-430.10.1680/geot.1990.40.3.405Search in Google Scholar

[34] TAMAGNINI R., An extended Cam-clay model for unsaturated soils with hydraulic hysteresis, Geotechnique, 2004, 54, 223-228.10.1680/geot.2004.54.3.223Search in Google Scholar

[35] LI X.S., Modelling of hysteresis response for arbitrary wetting/ drying paths, Computers and Geotechnics, 2005, 32, 133-137.10.1016/j.compgeo.2004.12.002Search in Google Scholar

[36] NUTH M., LALOUI L., Advances in modelling hysteretic water retention curve in deformable soils, Computer and Geotechnics, 2008, 35, 835-844.10.1016/j.compgeo.2008.08.001Search in Google Scholar

[37] GENS A., ALONSO E.E., A framework for the behaviour of unsaturated expansive clays, Can. Geotechn. Journ., 1992, 29, 1013-1032.10.1139/t92-120Search in Google Scholar

[38] PEREIRA J.H., FREDLUND D.G., Volume change behavior of collapsible compacted gneiss soil, Journ. Geotech. Geoenviron. Eng., 2000, 126, 907-916.10.1061/(ASCE)1090-0241(2000)126:10(907)Search in Google Scholar

[39] LIM Y., MILLER G., Wetting induced compression of compacted Oklahoma soils, Journ. Geotech. Geoenviron. Eng., 1999, 130, 1014-1023.10.1061/(ASCE)1090-0241(2004)130:10(1014)Search in Google Scholar

[40] CHEN Z.H., FREDLUND D.G., GAN J.K., Overall volume change, water volume change, and yield associated with an unsaturated compacted loess, Can. Geotech. Journ., 1999, 36, 321-329.10.1139/t98-097Search in Google Scholar

[41] PIETRUSZCZAK S., LYDZBA D., SHAO J.F., Modelling of deformation response and chemo-mechanical coupling in chalk, Int. Journ. Num. Anal. Meth. Geomech., 2006, 30, 997-1018.10.1002/nag.510Search in Google Scholar

[42] HUECKEL T., Chemo-plasticity of clays subjected to stress and flow of a single contaminant, Int. Journ. Num. Anal. Meth. Geomech., 1997, 21, 43-72.10.1002/(SICI)1096-9853(199701)21:1<43::AID-NAG858>3.0.CO;2-1Search in Google Scholar

[43] PIETRUSZCZAK S., HAGHIGHAT E., Assessment of slope stability in cohesive soils due to a rainfall, Int. Journ. Num. Anal. Meth. Geomech., 2012, 37, 3278-3292.10.1002/nag.2193Search in Google Scholar

[44] TADEPALLI R., FREDLUND D.G., The collapse behavior of a compacted soil during inundation, Can. Geotech. Journ., 1991, 28, 477-488.10.1139/t91-065Search in Google Scholar

[45] JOTISANKASA A., Collapse behaviour of compacted silty clay, Ph.D. Thesis, Imperial College, London 2005.Search in Google Scholar

[46] SUN D., SHENG D., XU Y., Collapse behaviour of unsaturated compacted soil with different initial densities, Can. Geotech. Journ., 2007, 44, 673-686.10.1139/t07-023Search in Google Scholar

[47] WHEELER S.J., SHARMA R.S., BUISSON B.S.R., Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils, Géotechnique, 2003, 53, 41-54.10.1680/geot.2003.53.1.41Search in Google Scholar

[48] ROJAS E., CHAVEZ O., Volumetric behavior of unsaturated soils, Can. Geotech. Journ., 2013, 50, 209-222.10.1139/cgj-2012-0341Search in Google Scholar

[49] LI X., THOMAS H.R., FAN Y., Finite element method and constitutive modelling and computation for unsaturated soils, Comp. Meth. Appl. Mech. & Eng., 1999, 169, 135-159.10.1016/S0045-7825(98)00181-9Search in Google Scholar

[50] PIETRUSZCZAK S., PANDE G.N., On mechanical response of partially saturated soils at low and high degrees of saturation, Numerical Models in Geomechanics, NUMOG V, (eds. G.N. Pande and S. Pietruszczak), 1995, 1, 33-39, Balkema.Search in Google Scholar

[51] WROTH C.P., HOULSBY G.T., Soil machanics: property characterization and analysis procedures, Proc. 11th ICSMFE, 1985, Vol. 1, 1-55.Search in Google Scholar

[52] OKUSA S., Wave induced stress in unsaturated marine sediments, Geotechnique, 1985, 35, 517-532.10.1680/geot.1985.35.4.517Search in Google Scholar

[53] WHEELER S.J., A conceptual model for soil containing large gas bubbles, Geotechnique, 1988, 38, 397-413.10.1680/geot.1988.38.3.389Search in Google Scholar

[54] BOWER C.A., GOERTZEN J.O., Surface area of soils and clays by an equilibrium ethylene glycol method, Soil Sci., 1959, 87, 289-292.10.1097/00010694-195905000-00009Search in Google Scholar

[55] DONALDSON E.C., KENDALL R.F., BAKER B.A., Surface area measurement of geologic materials, Soc. Petroleum Eng., 1973, 13, 111-116.10.2118/4987-PASearch in Google Scholar

[56] PIETRUSZCZAK S., PANDE G.N., On the mechanics of partially saturated soils, Computers and Geotechnics, 1991, 12, 55-71. 10.1016/0266-352X(91)90011-4Search in Google Scholar