References
- Arairo, W. (2013). Influence des cycles hydriques de la dessication et de l’humidification sur le comportement hydromécanique des géomatériaux non saturés [Influence of water cycles of desiccation and humidification on the hydromechanical behavior of unsaturated geomaterials]. (Thèse). Lyon: INSA.
- Boutonnier, L. (2007). Comportement hydromécanique des sols fins proches de la saturation. Cas des ouvrages en terre : coefficient B, déformations instantanées et différées, retrait / gonflement [Hydromechanical behavior of fine soils close to saturation. Case of earth structures: coefficient B, instantaneous and deferred deformations, shrinkage / swelling]. (Thèse). Grenoble: INPG.
- Biarez, J. , Fleureau, J. M. , & Taibi S . (1993). Constitutive model for unsaturated granular media made up by spheres . Proceeding of 2nd International Conference on Micromechanics of Granular Media, Birmingham, UK (pp.51–58). Rotterdam: Balkema.
- Biarez, J. , Fleureau, J. M. , & Taibi S . (1994). Criterion of maximum resistance of unsaturated soils: experimental approach and modeling . Proceeding of 13th International Conference on Soil Mechanics and Foundation Engineering (pp. 385–388). Oxford & I.B.H.: New Delhi.
- Brooks, R. T. , & Corey, A. T. (1964). Hydraulic properties of porous media (Hydrology paper n°3). Fort Collins, CO: Civil Engineering Department, Colorado State University.
- Fatt, I. (1956). The network model of porous media, III. Dynamic properties of networks with tube radius distribution. Petroleum Transactions, the American Institute of Mining, Metallurgical, and Petroleum Engineers, AIME , 207 , 164–181.
- Gallipoli, D. , Wheeler, S. , & Karstunen, M. (2003). Modelling the variation of degree of saturation in a deformable unsaturated soil. Géotechnique , 53 , 105–112.10.1680/geot.2003.53.1.105
- Gras, J. P. (2011). Approche micromécanique de la capillarité dans les milieu granulaires: retention d’eau et comportement mécanique [Micromechanical approach of capillarity in granular media: water retention and mechanical behavior]. (Thèse). Université de Montpellier.
- Indarto . (1991, septembre) Comportement mécanique et compactage des matéraux de barrage [Mechanical behavior and compaction of dam materials]. (Thèse de Doctorat). Ecole Centrale de Paris.
- Kutilek, M. , & Nielsen, D. R. (1994). Soil water retention curve interpetation Soil hydrology. 102–120. Cremlingen-Destedt: Ed. Catena Verlag.
- Leelamanie, D. A. J. , Samarawickrama, U. I. , & Jutaro, K. (2010). Sessile drop contact angle as affected by the particle size and the drop size. Proc. 8th Academic session, University of Ruhuma , 8 , 49–55.
- Li, Y. , & Wardlaw, N. C. (1986). Mechanisms of nonwetting phase trapping during imbibition at slow rates. Journal of Colloid Interface Science , 109 , 473–486.
- Mason, G. , & Morrow, N. R. (1991). Capillary behavior of a perfectly wetting liquid in irregular triangular tubes. Journal of Colloid and Interface Science , 141 , 262–274.10.1016/0021-9797(91)90321-X
- Millington, R. J. & Quirk, J. P. (1961). Permeability of porous solids. Transactions Faraday Society , 57 , 1200–1207.
- Monnet, J. , & Boutonnier, L. (2012, December 5). Calibration of an unsaturated air–water–soil model. Archives of Civil and Mechanical Engineering , 12 , 493–493.
- Mualem, Y. (1976). A new model for predicting the hydraulic conductivity of unsaturated porous media. Water Resources Research , 12 , 513–522.10.1029/WR012i003p00513
- Or, D. , & Tuller, M. (1999). Liquid retention and interfacial area in variably saturated porous media: Upscaling from single pore to sample-scale model. Water Research , 35 , 3591–3605.
- Reeves, P. C. , & Celia, M. A. (1996). A Functional relationship between capillary pressure, saturation, and interfacial area as revealed by a pore-scale network model. Water Resources Research , 32 , 2345–2358.10.1029/96WR01105
- Taibi, S . (1994). Comportement mécanique et hydraulique des sols soumis à une pression interstitielle négative – étude expérimentale et modélisation [Mechanical and hydraulic behavior of soils subjected to negative interstitial pressure - experimental study and modeling] (Thèse). Ecole Centrale Paris.
- Taibi, S. (2007). Contribution à l’étude du comportement Thermo-Hydro-Mécanique des solsnon saturés [Contribution to the study of Thermo-Hydro-Mechanical behavior of unsaturated soils]. Application à la géotechnique environnementale [Application to Environmental Geotechnics], HDR, Ecole Centrale Paris.
- Tuller, M. , Or, D. , & Dudley, L. M. (1999). Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores. Water Resources Research , 35 , 1949–1964.10.1029/1999WR900098
- Van Genuchten, M. Th . (1980). A closed form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal , 44 , 892–898.10.2136/sssaj1980.03615995004400050002x