Technical Notes
Jun 30, 2020

Relationship between Water Vapor Sorption Kinetics and Clay Surface Properties

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 146, Issue 9

Abstract

A complete understanding of soil–water interactions and the corresponding mechanical behavior of unsaturated soils requires differentiating adsorptive and capillary components of water retention and dominant water uptake mechanisms. Water vapor sorption (WVS) isotherms have historically been used to quantify the water uptake behavior of clayey soils and to determine related mineral surface properties, such as specific surface area and cation exchange capacity. This paper introduces the WVS kinetics curve as a new measure for gaining additional insights into the WVS behavior of clays. The sorption rate calculated from WVS kinetics curves scales with the cation heat of hydration at low relative humidity (RH<10%), indicating that cation hydration is the first mechanism for water uptake by dry clays. Sorption rates up to 25% RH are related to monolayer adsorption and specific surface area (SSA). A distinct relationship is proposed to relate SSA to the sorption rate normalized with predominant cation valence.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All of the data, models, and code generated or used during the study appear in the submitted article.

References

Akin, I. D., and W. J. Likos. 2014. “Specific surface area of clay using water vapor and EGME sorption methods.” Geotech. Test. J. 37 (6): 1–12. https://doi.org/10.1520/GTJ20140064.
Akin, I. D., and W. J. Likos. 2016a. “Single-point and multi-point water-sorption methods for specific surface areas of clay.” Geotech. Test. J. 39 (2): 291–300. https://doi.org/10.1520/GTJ20150117.
Akin, I. D., and W. J. Likos. 2016b. “Water vapor sorption of polymer-modified bentonites.” In Proc., Geo-Chicago 2016 Technical Papers. Reston, VA: ASCE. https://doi.org/10.1061/9780784480144.050.
Akin, I. D., and W. J. Likos. 2017a. “Brazilian tensile strength testing of compacted clay.” Geotech. Test. J. 40 (4): 608–617.
Akin, I. D., and W. J. Likos. 2017b. “Implications of surface hydration and capillary condensation to strength and stiffness of compacted clay.” J. Eng. Mech. 143 (8): 04017054. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001265.
Akin, I. D., and W. J. Likos. 2020. “Suction stress of clay over a wide range of saturation.” Geotech. Geol. Eng. 38 (1): 283–296. https://doi.org/10.1007/s10706-019-01016-7.
Arthur, E., M. Tuller, P. Moldrup, and L. W. de Jonge. 2013. “Rapid and fully automated measurement of water vapor sorption isotherms: New opportunities for vadose zone research.” Vadose Zone J. 13 (1): 1–7. https://doi.org/10.2136/vzj2013.10.0185.
Arthur, E., M. Tuller, T. Norgaard, P. Moldrup, and L. W. de Jonge. 2019. “Improved estimation of clay content from water content for soils rich in smectite and kaolinite.” Geoderma 350 (Sep): 40–45. https://doi.org/10.1016/j.geoderma.2019.05.018.
ASTM. 2010. Standard test method for measuring exchange complex and cation exchange capacity of inorganic fine-grained soils. ASTM D7503. West Conshohocken, PA: ASTM International.
Bain, D., P. M. Costanzo, and S. Guggenheim, eds. 2001. “Special source clays issue.” Clays Clay Miner. 49 (1): 371–453.
Baker, R., and S. Frydman. 2009. “Unsaturated soil mechanics: Critical review of physical foundations.” Eng. Geol. 106 (1–2): 26–39. https://doi.org/10.1016/j.enggeo.2009.02.010.
Bohn, H. L., B. L. McNeal, and G. A. O’Connor. 1985. Soil chemistry. 2nd ed. New York: Wiley.
Campbell, G. S., D. M. Smith, and B. L. Teare. 2007. “Application of a dew point method to obtain the soil water characteristic.” In Experimental unsaturated soil mechanics, edited by T. Schanz, 71–77. New York: Springer.
Cases, J. M., I. Berend, M. Francois, J. P. Uriot, L. J. Michot, and F. Thomas. 1997. “Mechanism of adsorption and desorption of water vapor by homoionic montmorillonite: 3. The Mg2+, Ca2+, Sr2+, and Ba2+-exchanged forms.” Clays Clay Miner. 45 (1): 8–22. https://doi.org/10.1346/CCMN.1997.0450102.
Derjaguin, B., N. V. Churaev, and V. M. Muller. 1987. Surface forces. New York: Plenum Publishing.
Israelachvili, J. N. 2011. Intermolecular and surface forces. San Diego: Academic.
Keren, R., and I. Shainberg. 1979. “Water vapor isotherms and heat of immersion of Na/Ca-montmorillonite systems—II: Mixed systems.” Clays Clay Miner. 27 (2): 145–151. https://doi.org/10.1346/CCMN.1979.0270212.
Khorshidi, M., and N. Lu. 2017. “Determination of cation exchange capacity from soil water retention curve.” J. Eng. Mech. 142 (6): 04017023. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001220.
Khorshidi, M., N. Lu, I. D. Akin, and W. J. Likos. 2016. “Intrinsic relation between specific surface area and soil water retention.” J. Geotech. Geoenviron. Eng. 143 (1): 04016078. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001572.
Konrad, J.-M., and M. Lebeau. 2015. “Capillary-based effective stress formulation for predicting shear strength of unsaturated soils.” Can. Geotech. J. 52 (12): 2067–2076. https://doi.org/10.1139/cgj-2014-0300.
Kraehenbuehl, F., H. F. Stoeckli, F. Brunner, G. Kahr, and M. Muller-Vonmoos. 1987. “Study of the water-bentonite system by vapour adsorption, immersion calorimetry and x-ray techniques: I. Micropore volumes and internal surface areas, following Dubinin’s theory.” Clay Miner. 22 (1): 1–9. https://doi.org/10.1180/claymin.1987.022.1.01.
Leong, E. C., S. Tripathy, and H. Rahardjo. 2003. “Total suction measurement of unsaturated soils with a device using the chilled-mirror dew-point technique.” Géotechnique 53 (2): 173–182. https://doi.org/10.1680/geot.2003.53.2.173.
Likos, W. J., and N. Lu. 2002. “Water-vapor sorption behavior of smectite-kaolinite mixtures.” Clays Clay Miner. 50 (5): 553–561. https://doi.org/10.1346/000986002320679297.
Lu, N. 2016. “Generalized soil water retention equation for adsorption and capillarity.” J. Geotech. Geoenviron. Eng. 142 (10): 04016051. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001524.
Lu, N., and Y. Dong. 2017. “Correlation between soil-shrinkage curve and water-retention characteristics.” J. Geotech. Geoenviron. Eng. 143 (9): 04017054. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001741.
Lu, N., and M. Khorshidi. 2015. “Mechanisms for soil-water retention and hysteresis at high suction Range.” J. Geotech. Geoenviron. Eng. 141 (8): 04015032.
Lu, N., and W. J. Likos. 2004. Unsaturated soils mechanics. New York: Wiley.
Lu, N., and C. Zhang. 2019. “Soil sorptive potential: Concept, theory, and verification.” J. Geotech. Geoenviron. Eng. 145 (4): 04019006. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002025.
Mitchell, J. K., and K. Soga. 2005. Fundamentals of soil behavior. New York: Wiley.
Newman, A. C. D. 1983. “The specific surface area of soils determined by water sorption.” J. Soil Sci. 34 (1): 23–32. https://doi.org/10.1111/j.1365-2389.1983.tb00809.x.
Ormerod, E. C., and A. C. D. Newman. 1983. “Water sorption on Ca-saturated clays: II. Internal and external surfaces of montmorillonite.” Clay Miner. 18 (3): 289–299. https://doi.org/10.1180/claymin.1983.018.3.06.
Quirk, J. P. 1955. “Significance of surface areas calculated from water vapour sorption isotherms by use of the B.E.T. equation.” Soil Sci. 80 (6): 423–430. https://doi.org/10.1097/00010694-195512000-00001.
Tuller, M., and D. Or. 2005. “Water films and scaling of soil characteristic curves at low water contents.” Water Resour. Res. 41 (9): W009403. https://doi.org/10.1029/2005WR004142.
Tuller, M., D. Or, and L. M. Dudley. 1999. “Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores.” Water Resour. Res. 35 (7): 1949–1964. https://doi.org/10.1029/1999WR900098.
Vesga, L. F., and L. E. Vallejo. 2006. “Direct and indirect tensile test for measuring the equivalent effective stress in a kaolinite clay.” In Proc., Unsaturated Soils 2006, 1290–1301. Reston, VA: ASCE.
Zhang, C., and N. Lu. 2018. “What is the range of soil water density? Critical reviews with a unified model.” Rev. Geophys. 56 (3): 532–562. https://doi.org/10.1029/2018RG000597.
Zhou, A., R. Huang, and D. Sheng. 2016. “Capillary water retention curve and shear strength of unsaturated soils.” Can. Geotech. J. 53 (6): 974–987. https://doi.org/10.1139/cgj-2015-0322.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 146Issue 9September 2020

History

Received: Jul 12, 2019
Accepted: Apr 23, 2020
Published online: Jun 30, 2020
Published in print: Sep 1, 2020
Discussion open until: Nov 30, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor and Colf Distinguished Professor in Geotechnical Engineering, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 (corresponding author). ORCID: https://orcid.org/0000-0002-1946-4951. Email: [email protected]
William J. Likos, M.ASCE [email protected]
Gary Wendt Professor and Department Chair, Dept. of Civil and Environmental Engineering, Geological Engineering Program, Univ. of Wisconsin-Madison, Madison, WI 53706. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share