References
- Alonso, E., Gens, A., & Josa, A. (1990). A constitutive model for partially saturated soils. Géotechnique, 40(3), 405–430. doi:https://doi.org/10.1680/geot.1990.40.3.405
- Alonso, E. E., Lloret, A., Gens, A., & Yang, D. Q. (1995, September). Experimental behaviour of highly expansive double-structure clay (Vol. 1, pp. 11–16). Proceedings of the 1th International Conference on Unsaturated Soils, Paris, Balkema.
- Alonso, E. E., Pereira, J. M., Vaunat, J., & Olivella, S. (2010). A microstructurally-based effective stress for unsaturated soils. Géotechnique, 60(12), 913–925. doi:https://doi.org/10.1680/geot.8.P.002
- Alonso, E., Vaunat, J., & Gens, A. (1999). Modelling the mechanical behaviour of expansive clays. Engineering Geology, 54(1-2), 173–183. doi:https://doi.org/10.1016/S0013-7952(99)00079-4
- ASTM D7181–11. (2011). Standard test method for consolidated drained triaxial compression test for soils. Annual Book of ASTM Standards (Vol. 04.09). Easton, PA: American Society for Testing and Materials.
- Bishop, A. W. (1959). The principle of effective stress. Teknisk Ukeblad, 106(39), 859–863.
- Bishop, A. W., & Blight, G. E. (1963). Some aspects of effective stress in saturated and partly saturated soils. Géotechnique, 13(3), 177–197. doi:https://doi.org/10.1680/geot.1963.13.3.177
- Bishop, A. W., & Donald, I. B. (1961, July). The experimental study of partly saturated soil in triaxial apparatus (pp. 13–21). Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, Dunod.
- Bolzon, G., Schrefler, B. A., & Zienkiewicz, O. C. (1996). Elastoplastic soil constitutive laws generalized to partially saturated states. Géotechnique, 46(2), 279–289. doi:https://doi.org/10.1680/geot.1996.46.2.279
- Cui, Y. J., & Delage, P. (1996). Yielding and plastic behaviour of an unsaturated compacted silt. Géotechnique, 46(2), 291–311. doi:https://doi.org/10.1680/geot.1996.46.2.291
- Fredlund, D. G., & Rahardjo, H. (1993). Soil mechanics for unsaturated soils. New York: John Wiley and Sons.
- Gallipoli, D., Gens, A., Sharma, R., & Vaunat, J. (2003). An elasto-plastic model for unsaturated soil incorporating the effects of suction and degree of saturation on mechanical behaviour. Géotechnique, 53(1), 123–135. doi:https://doi.org/10.1680/geot.2003.53.1.123
- Gallipoli, D., Gens, A., Vaunat, J., & Romero, E. (2002, March). Role of degree of saturation on the normally consolidated behaviour of unsaturated soils (pp. 113–120). Proceedings of the 3rd International Symposium on Unsaturated Soil, Recife, Brazil.
- Gens, A., & Alonso, E. E. (1992). A framework for the behaviour of unsaturated expansive clays. Canadian Geotechnical Journal, 29(6), 1013–1773. doi:https://doi.org/10.1139/t92-120
- Guan, G. S., Rahardjo, H., & Choon, L. E. (2010). Shear strength equations for unsaturated soil under drying and wetting. Journal of Geotechnical and Geoenvironmental Engineering, 136(4), 594–606. doi:https://doi.org/10.1061/(ASCE)GT.1943-5606.0000261
- Haines, W. B. (1930). Studies in the physical properties of soil. V. The hysteresis effect in capillary properties, and the modes of moisture distribution associated therewith. The Journal of Agricultural Science, 20(1), 97–116. doi:https://doi.org/10.1017/S002185960008864X
- Huyghe, J. M., Nikooee, E., & Hassanizadeh, S. M. (2017). Bridging effective stress and soil water retention equations in deforming unsaturated porous media: A thermodynamic approach. Transport in Porous Media, 117(3), 349–365. doi:https://doi.org/10.1007/s11242-017-0837-9
- Huyghe, J. M., Nikooee, E., & Hassanizadeh, S. M. (2018). Reply to the comments on “Bridging effective stress and soil water retention equations in deforming unsaturated porous media: A thermodynamic approach”—by Nasser Khalili and Arman Khoshghalb. Transport in Porous Media, 122(3), 521–526. doi:https://doi.org/10.1007/s11242-017-0928-7
- Jommi, C. (2000). Remarks on the constitutive modelling of unsaturated soils (pp. 139–153). In A. Tarantino & C. Mancuso (Eds.), Proceedings of an International Workshop on Unsaturated Soils: Experimental Evidence and Theoretical Approaches in Unsaturated Soils. Rotterdam: Balkema.
- Jommi, C., & Di Prisco, C. (1994, September). Un semplice approccio teorico per la modellazione del comportamento meccanico di terreni granulari parzialmente saturi [A simple theoretical approach for modelling the mechanical behaviour of unsaturated soils]. Il ruolo dei fluidi nei problemi di Ingegneria geotecnica (pp. 167–188).. Proceedings of the Italian Conference, Mondovì (Cuneo), Italy.
- Khalili, N., Geiser, F., & Blight, G. (2004). Effective stress in unsaturated soils: Review with new evidence. International Journal of Geomechanics, 4(2), 115–126. doi:https://doi.org/10.1061/(ASCE)1532-3641(2004)4:2(115)
- Khalili, N., Habte, M. A., & Zargarbashi, S. (2008). A fully coupled flow deformation model for cyclic analysis of unsaturated soils including hydraulic and mechanical hystereses. Computers and Geotechnics, 35(6), 872–889. doi:https://doi.org/10.1016/j.compgeo.2008.08.003
- Khalili, N., & Khabbaz, M. H. (1998). Unique relationship for χ; for the determination of the shear strength of unsaturated soils. Géotechnique, 48(5), 681–687. doi:https://doi.org/10.1680/geot.1998.48.5.681
- Khalili, N., & Zargarbashi, S. (2010). Influence of hydraulic hysteresis on effective stress in unsaturated soils. Géotechnique, 60(9), 729–734. doi:https://doi.org/10.1680/geot.09.T.009
- Khoshghalb, A., & Khalili, N. (2013). A meshfree method for fully coupled analysis of flow and deformation in unsaturated porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 37(7), 716–743. doi:https://doi.org/10.1002/nag.1120
- Laloui, L., Klubertanz, G., & Vulliet, L. (2003). Solid-liquid-air coupling in multiphase porous media. International Journal for Numerical and Analytical Methods in Geomechanics, 27(3), 183–206. doi:https://doi.org/10.1002/nag.269
- Loret, B., & Khalili, N. (2002). An effective stress elasto-plastic model for unsaturated soils. Mechanics of Materials, 44, 97–116. doi:https://doi.org/10.1016/S0167-6636(01)00092-8
- Mašín, D. (2010). Predicting the dependency of a degree of saturation on void ratio and suction using effective stress principle for unsaturated soils. International Journal for Numerical and Analytical Methods in Geomechanics, 34(1), 73–90. doi:https://doi.org/10.1002/nag.808
- Mualem, Y. (1973). Modified approach to capillary hysteresis based on a similarity hypothesis. Water Resources Research, 9(5), 1324–1331. doi:https://doi.org/10.1029/WR009i005p01324
- Mualem, Y. (1974). Conceptual model of hysteresis. Water Resources Research, 10(3), 514–520. doi:https://doi.org/10.1029/WR010i003p00514
- Muraleetharan, K. K., Liu, C., Wei, C., Kibbey, T. C. G., & Chen, L. (2009). An elastoplatic framework for coupling hydraulic and mechanical behavior of unsaturated soils. International Journal of Plasticity, 25(3), 473–490. doi:https://doi.org/10.1016/j.ijplas.2008.04.001
- Nikooee, E., Habibagahi, G., Hassanizadeh, S. M., & Ghahramani, A. (2013). Effective stress in unsaturated soils: A thermodynamic approach based on the interfacial energy and hydromechanical coupling. Transport in Porous Media, 96(2), 369–396. doi:https://doi.org/10.1007/s11242-012-0093-y
- Nimmo, J. R. (1992). Semiempirical model of soil-water hysteresis. Soil Science Society of America Journal, 56(6), 1723–1730. doi:https://doi.org/10.2136/sssaj1992.03615995005600060011x
- Nuth, M., & Laloui, L. (2008). Advances in modelling hysteretic water retention curve in deformable soils. Computers and Geotechnics, 35(6), 835–844. doi:https://doi.org/10.1016/j.compgeo.2008.08.001
- Pasha, A. Y., Khoshghalb, A., & Khalili, N. (2017). Hysteretic model for the evolution of water retention curve with void ratio. Journal of Engineering Mechanics, 143(7), 04017030. doi:https://doi.org/10.1061/(ASCE)EM.1943-7889.0001238
- Pasha, A. Y., Khoshghalb, A., & Khalili, N. (2019). Can degree of saturation decrease during constant suction compression of an unsaturated soil? Computers and Geotechnics, 106, 199–204. doi:https://doi.org/10.1016/j.compgeo.2018.10.015
- Shahbodagh-Khan, B., Khalili, N., & Esgandani, G. A. (2015). A numerical model for nonlinear large deformation dynamic analysis of unsaturated porous media including hydraulic hysteresis. Computers and Geotechnics, 69, 411–423. doi:https://doi.org/10.1016/j.compgeo.2015.06.008
- Sheng, D., Fredlund, D. G., & Gens, A. (2008). A new modelling approach for unsaturated soils using independent stress variables. Canadian Geotechnical Journal, 45(4), 511–534. doi:https://doi.org/10.1139/T07-112
- Sheng, D., Sloan, S. W., & Gens, A. (2004). A constitutive model for unsaturated soils: Thermomechanical and computational aspects. Computational Mechanics, 33(6), 453–465. doi:https://doi.org/10.1007/s00466-003-0545-x
- Sun, D. A., Sheng, D. C., Cui, H. B., & Sloan, S. W. (2007a). A density-dependent elastoplastic hydro-mechanical model for unsaturated compacted soils. International Journal for Numerical and Analytical Methods in Geomechanics, 31(11), 1257–1279. doi:https://doi.org/10.1002/nag.579
- Sun, D. A., Sheng, D. C., & Sloan, S. W. (2007b). Elastoplastic modelling of hydraulic and stress-strain behaviour of unsaturated soils. Mechanics of Materials, 39(3), 212–221. doi:https://doi.org/10.1016/j.mechmat.2006.05.002
- Sun, D. A., Sheng, D. C., Xiang, L., & Sloan, S. W. (2008). Elastoplastic prediction of hydro-mechanical behaviour of unsaturated soils under undrained conditions. Computers and Geotechnics, 35(6), 845–852. doi:https://doi.org/10.1016/j.compgeo.2008.08.002
- Tamagnini, R. (2004). An extended Cam-clay model for unsaturated soils with hydraulic hysteresis. Géotechnique, 54(3), 223–228. doi:https://doi.org/10.1680/geot.2004.54.3.223
- Tavakoli Dastjerdi, M. H., Habibagahi, G., & Nikooee, E. (2014). Effect of confining stress on soil water retention curve and its impact on the shear strength of unsaturated soils. Vadose Zone Journal, 13(5). doi:https://doi.org/10.2136/vzj2013.05.0094
- Tian, F., Mou, L., & Hu, H. (2009). Characteristics of soil water retention curve at macro-scale. Science in China Series E: Technological Sciences, 52(10), 2990–2996. doi:https://doi.org/10.1007/s11431-009-0272-4
- Vanapalli, S. K., Fredlund, D. G., & Pufahl, D. E. (1999). The influence of soil structure and stress history on the soil-water characteristics of a compacted till. Géotechnique, 49(2), 143–159. doi:https://doi.org/10.1680/geot.1999.49.2.143
- Vaunat, J., & Casini, F. (2017). A procedure for the direct determination of Bishop’s χ parameter from changes in pore size distribution. Géotechnique, 67(7), 631–636. doi:https://doi.org/10.1680/jgeot.15.T.016
- Vaunat, J., Romero, E., & Jommi, C. (2000). An elastoplastic hydro-mechanical model for unsaturated soils. In C.A. Tarantino and C. Mancuso Proceedings of an International Workshop on Unsaturated Soils: Experimental Evidence and Theoretical Approaches in Unsaturated Soils (pp. 121–138). Balkema: Rotterdam.
- Wheeler, S. J. (1996). Inclusion of specific water volume within an elasto-plastic model for unsaturated soil. Canadian Geotechnical Journal, 33(1), 42–57. doi:https://doi.org/10.1139/t96-023
- Wheeler, S. J., Sharma, R. S., & Buisson, M. S. R. (2003). Coupling of hydraulic hysteresis and stress-strain behaviour in unsaturated soils. Geotechnique, 53(1), 41–54. doi:https://doi.org/10.1680/geot.2003.53.1.41
- Wheeler, S. J., & Sivakumar, V. (1995). An elasto-plastic critical state framework for unsaturated soil. Géotechnique, 45(1), 35–53. doi:https://doi.org/10.1680/geot.1995.45.1.35
- Zerhouni, M. I. (1991). Rôle de la pression interstitielle négative dans le compartement des sols application au calcul de routes (Doctoral dissertation). Ecole Central, Paris, France.