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Modeling the soil–water retention curves while the soil is deforming
Comptes Rendus. Mécanique, Volume 348 (2020) no. 12, pp. 983-1001.

A porous-solid model based on the grain and pore size distributions of the soil is coupled with a mechanical model to simulate the soil–water retention curves while the material is deforming. During the determination of the main drying curve, the soil is subjected to high suctions which induce important volumetric deformations. These volumetric deformations modify the pore size distribution of the sample affecting both the drying and the wetting retention curves. Although, most deformation occurs at drying, the drying curve is only slightly affected by soil deformation. In contrast, the wetting curve shows important shifting when volume change is considered.

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DOI : 10.5802/crmeca.63
Mots clés : Unsaturated soils, Soil–water retention curves, Deforming soils, Coupled models, Effective stresses, Porous models
Eduardo Rojas 1 ; Hiram Arroyo 2 ; Jaime Horta 3 ; María de la Luz Pérez-Rea 1 ; Teresa López-Lara 1 ; Juan Bosco Hernández 1

1 Universidad Autónoma de Querétaro, Centro Universitario, Cerro de las Campanas, CP 76010, Querétaro, Qro., México
2 Universidad de Guanajuato, Campus Celaya-Salvatierra, Prolongación Río Lerma, Col Suiza, CP 38060 Celaya, Gto., México
3 Universidad Autónoma de Querétaro, Centro Universitario, Cerro de las Campanas, CP 76010, Querétaro, Qro, México
Licence : CC-BY 4.0
Droits d'auteur : Les auteurs conservent leurs droits
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     author = {Eduardo Rojas and Hiram Arroyo and Jaime Horta and Mar{\'\i}a de la Luz P\'erez-Rea and Teresa L\'opez-Lara and Juan Bosco Hern\'andez},
     title = {Modeling the soil{\textendash}water retention curves while the soil is deforming},
     journal = {Comptes Rendus. M\'ecanique},
     pages = {983--1001},
     publisher = {Acad\'emie des sciences, Paris},
     volume = {348},
     number = {12},
     year = {2020},
     doi = {10.5802/crmeca.63},
     language = {en},
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Eduardo Rojas; Hiram Arroyo; Jaime Horta; María de la Luz Pérez-Rea; Teresa López-Lara; Juan Bosco Hernández. Modeling the soil–water retention curves while the soil is deforming. Comptes Rendus. Mécanique, Volume 348 (2020) no. 12, pp. 983-1001. doi : 10.5802/crmeca.63. https://comptes-rendus.academie-sciences.fr/mecanique/articles/10.5802/crmeca.63/

[1] D. Gallipoli; S. Wheeler; M. Karstunen Modelling the variation of degree of saturation in a deformable unsaturated soil, Géotechnique, Volume 53 (2003), pp. 105-112 | DOI

[2] M. Mbonimpa; M. Aubertin; A. Maqsoud; B. Bussiere Predictive model for the water retention curve of deformable clayey soils, J. Geotech. Geoenviron. Eng., Volume 132 (2006), pp. 1121-1132 | DOI

[3] M. Nuth; L. Laloui; B. A. Schrefler Advances in modeling hysteretic water retention curve in deformable soils, Comput. Geotech., Volume 35 (2008), pp. 835-844 | DOI

[4] A. Tarantino A water retention model for deformable soils, Géotechnique, Volume 59 (2009), pp. 751-762 | DOI

[5] D. Masín 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 Geomech., Volume 34 (2010), pp. 73-90 | DOI | Zbl

[6] R. Hu; Y. F. Chen; H. H. Liu; C. B. Zhou A water retention curve and unsaturated hydraulic conductivity model for deformable soils: consideration of the change in pore-size distribution, Géotechnique, Volume 63 (2013), pp. 1389-1405 | DOI

[7] G. Della Vecchia; A. C. Dieudonné; C. Jommi; R. Charlier Accounting for evolving pore size distribution in water retention models for compacted clays, Int. J. Numer. Anal. Methods Geomech., Volume 39 (2014), pp. 702-723 | DOI

[8] Y. Gao; D. Sun Soil-water retention behavior of compacted soil with different densities over a wide range and its prediction, Comput. Geotech. (2107), pp. 17-26

[9] M. Th. Van Genuchten A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J., Volume 44 (1980), pp. 892-898 | DOI

[10] D. G. Fredlund; A. Xing Equation for the soil-water characteristic curve, Can. Geotech. J., Volume 31 (1994), pp. 521-532 | DOI

[11] D. Gallipoli A hysteretic soil-water retention model accounting for cyclic variations of suction and void ratio, Géotechnique, Volume 62 (2012), pp. 605-616 | DOI

[12] C. Zhou; C. W. W. Ng A new and simple stress-dependent water retention model for unsaturated soil, Comput. Geotech., Volume 62 (2014), pp. 216-222 | DOI

[13] W. B. Haines The hysteresis effect in capillary properties and the mode of moisture distribution associated therewith, J. Agric. Sci., Volume 20 (1929), p. 7

[14] E. Rojas Equivalent stress equation for unsaturated soils. Part II: The porous-solid model, Int. J. Geomech., Volume 8 (2008), pp. 291-299 | DOI

[15] E. Rojas Towards a Unified Soil Mechanics Theory, Bentham Science Publishers, UAE, 2018, 234 pages

[16] P. H. Simms; E. K. Yanful Measurement and estimation of pore shrinkage and pore distribution in a clayey till during soil-water characteristic curve tests, Can. Geotech. J., Volume 38 (2001), pp. 741-754 | DOI

[17] E. Rojas; O. Chávez Volumetric behavior of unsaturated soils, Can. Geotech. J., Volume 50 (2013), pp. 209-222 | DOI

[18] E. Rojas Equivalent stress equation for unsaturated soils. Part I: Equivalent stress, Int. J. Geomech., Volume 5 (2008), pp. 285-290 | DOI

[19] S. Salager; M. Nuth; A. Ferrari; L. Laloui Investigation into water behavior of deformable soils, Can. Geotech. J., Volume 50 (2013), pp. 200-208 | DOI

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