2013
DOI: 10.1002/wrcr.20426
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Unified water isotherms for clayey porous materials

Abstract: [1] We provide a unified model for the soil-water retention function, including the effect of bound and capillary waters for all types of soils, including clayey media. The model combines a CEC-normalized isotherm describing the sorption of the bound water (and the filling of the trapped porosity) and the van Genuchten model to describe the capillary water sorption retention but ignore capillary condensation. For the CEC-normalized isotherm, we tested both the BET and Freundlich isotherms, and we found that th… Show more

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Cited by 108 publications
(47 citation statements)
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References 34 publications
(69 reference statements)
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“…The lower saturation limit corresponds to RH ¼ 0.336AE 0.003 for which we used an MgCl desiccant at 25°C. This low RH implies that the saturation corresponds approximately to a monolayer of water covering the surface of the minerals Revil and Lu, 2013). The first sample was pressurized at 10.34 MPa for a period of 72 h, and it was left to equilibrate within a saturated jacket for an additional 120 days (flooded with a drained, saturated pore line P p ¼ 0 Pa).…”
Section: Samplementioning
confidence: 97%
“…The lower saturation limit corresponds to RH ¼ 0.336AE 0.003 for which we used an MgCl desiccant at 25°C. This low RH implies that the saturation corresponds approximately to a monolayer of water covering the surface of the minerals Revil and Lu, 2013). The first sample was pressurized at 10.34 MPa for a period of 72 h, and it was left to equilibrate within a saturated jacket for an additional 120 days (flooded with a drained, saturated pore line P p ¼ 0 Pa).…”
Section: Samplementioning
confidence: 97%
“…There have been a few attempts to quantify water sorption hysteresis for both soil samples and source clay minerals. For example, film flow hysteresis was included when Revil and Lu () developed a unified CEC‐normalized water vapour sorption isotherm model for porous clayey materials. Also, we previously suggested a single parameter non‐singularity model to account for sorption hysteresis in 21 Arizona soils (Arthur et al, ).…”
Section: Introductionmentioning
confidence: 99%
“…Revil and Lu,18). By only considering capillary effects, the suction s exerted when desaturating 32 nm diameter pores is given by the Young-Laplace equation: (1) in which  w/a is the water/air interfacial tension equal to COx claystone, confirming the predominance of capillary effects in the clay water interaction in these inter-platelets pores schematically represented in Figure 3.…”
Section: Discussionmentioning
confidence: 78%