Technical Papers
Apr 10, 2017

Implications of Surface Hydration and Capillary Condensation for Strength and Stiffness of Compacted Clay

Publication: Journal of Engineering Mechanics
Volume 143, Issue 8

Abstract

Short-ranged hydration of water on mineral surfaces and capillary condensation in larger pores influences mechanical behavior of unsaturated soil (e.g., strength, stiffness) in different ways. Transition between water retention dominated by surface and cation hydration at high suction into a regime dominated by capillary condensation at low suction corresponds to a transition in soil behavior, yet the occurrence and implications of this transition remain unclear. Results are presented from Brazilian tensile strength (BTS) tests using compacted kaolinite disks equilibrated under controlled relative humidity (RH) conditions. Transition between surface hydration and capillary condensation is evident for specimens compacted to dense and loose conditions as a nonmonotonic relation between tensile strength and RH. Minimum tensile strength occurs in both cases at approximately 80% RH, or corresponding potential of about 14 to 30  MPa. Transitions in strength, stiffness, and strain at failure are consistent with transition from a hydration-dominated water retention regime to a capillary-dominated water retention regime. A semiquantitative framework accounting for evolution of suction stress is applied to interpret the experimental results. Results provide evidence for the hydration–capillary transition in compacted clay and clarify corresponding implications to macroscopic behavior.

Get full access to this article

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

Acknowledgments

This material is based on work supported by the National Science Foundation (NSF) under Grant CMMI 1304119. Any opinions, findings, and conclusions or recommendations are those of the authors and do not necessarily reflect the views of NSF.

References

Akin, I. D., and Likos, W. J. (2014). “Specific surface area of clay using water vapor and EGME sorption methods.” Geotech. Test. J., 37(6), 1016–1027.
Akin, I. D., and Likos, W. J. (2016). “Evaluation of isotherm models for water vapor sorption behavior of expansive clays.” J. Perform. Constr. Facil., .
Alramahi, B. A., Alshibli, K. A., and Fratta, D. (2010). “Effect of fine particle migration on the small-strain stiffness of unsaturated soils.” J. Geotech. Geoenviron. Eng., 620–628.
ASTM. (2016). “Standard test method for splitting tensile strength of intact rock core specimens.” ASTM D3967-16, West Conshohocken, PA.
Badmann, R., Stockhausen, N., and Setzer, M. J. (1981). “The statistical thickness and the chemical potential of adsorbed water films.” J. Colloid Interface Sci., 82(2), 534–542.
Baker, R., and Frydman, S. (2009). “Unsaturated soil mechanics: Critical review of physical foundations.” Eng. Geol., 106(1–2), 26–39.
Bishop, A. W. (1959). “The principle of effective stress.” Teknisk Ukeblad I Samarbeide Med Teknikk, 106(39), 859–863.
Brunauer, S. (1945). “The adsorption of gases and vapors.” Physical adsorption, Princeton University Press, Princeton, NJ.
Brunauer, S., Emmett, P. H., and Teller, E. (1938). “Adsorption of gases in multimolecular layers.” J. Am. Chem. Soc., 60(2), 309–319.
Cho, G. C., and Santamarina, J. C. (2001). “Unsaturated particulate materials: Particle-level studies.” J. Geotech. Geoenviron. Eng., 84–96.
Corey, A. T., and Brooks, R. H. (1999). “The Brooks-Corey relationships.” Proc., Int. Workshop on Characterization and Measurement of the Hydraulic Properties of Unsaturated Porous Media, Univ. of California, Riverside, CA, 13–18.
DeJong, J. T., Fritzges, M. B., and Nüsslein, K. (2006). “Microbially induced cementation to control sand response to undrained shear.” J. Geotech. Geoenviron. Eng., 1381–1392.
Edlefsen, N. E., and Anderson, A. B. C. (1943). “Thermodynamics of soil moisture.” Hilgardia, 15(2), 31–298.
Escario, V. (1980). “Suction-controlled penetration and shear tests.” Proc., 4th Int. Conf. on Expansive Soils, Denver, 781–787.
Fredlund, D. G., and Xing, A. (1994). “Equations for the soil-water characteristic curve.” Can. Geotech. J., 31(4), 521–532.
Frenkel, J. (1955). Kinetic theory of liquids, Dover Publications Inc., New York.
Frydman, S., and Baker, R. (2009). “Theoretical soil-water characteristic curves based on adsorption, cavitation, and a double porosity model.” Int. J. Geomech., 250–257.
Halsey, G. (1948). “Physical adsorption on non-uniform surfaces.” J. Chem. Phys., 16(10), 931–937.
Hill, T. L. (1952). “Theory of physical adsorption.” Adv. Catal., 4, 211–258.
Hondros, G. (1959). “The evaluation of Poisson’s ratio and the modulus of materials of a low tensile resistance by the Brazilian (indirect tensile) test with particular reference to concrete.” Aust. J. Appl. Sci., 10(3), 243–268.
Ingles, O. G. (1962). “A theory of tensile strength for stabilized and naturally coherent soils.” Proc., Aust. Rd. Res. Bd., 1(2), 1025–1047.
Khorshidi, M., Lu, N., Akin, I. D., and Likos, W. J. (2016a). “Intrinsic relationship between specific surface area and soil water retention.” J. Geotech. Geoenviron. Eng.,.
Khorshidi, M., Lu, N., and Khorshidi, A. (2016b). “Intrinsic relation between matric potential and cation hydration.” Vadose Zone J., 15(11), in press.
Kim, T-H., and Hwang, C. (2003). “Modeling of tensile strength on moist granular earth material at low water content.” Eng. Geol., 69(3–4), 233–244.
Krishnayya, A. V. G., and Eisenstein, Z. (1974). “Brazilian tensile test for soils.” Can. Geotech. J., 11(4), 632–642.
Leão, T. P., and Tuller, M. (2014). “Relating soil specific surface area, water film thickness, and water vapor adsorption.” Water Resour. Res., 50(10), 7873–7885.
Lebeau, M., and Konrad, J.-M. (2010). “A new capillary and thin film flow model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 46(12), W12554.
Li, X., Wen, H., Muhunthan, B., and Wang, J. (2015). “Modeling and prediction of the effects of moisture on the unconfined compressive and tensile strength of soils.” J. Geotech. Geoenviron. Eng., .
Likos, W. J. (2014). “Effective stress in unsaturated soil: Accounting for surface tension and interfacial area.” Vadose Zone J., 13(5), in press.
Likos, W. J., and Jaafar, R. (2013). “Pore-scale model for water retention and fluid partitioning of partially saturated coarse-grained soil.” J. Geotech. Geoenviron. Eng., 724–737.
Likos, W. J., and Lu, N. (2002). “Water-vapor sorption behavior of smectite-kaolinite mixtures.” Clays Clay Miner., 50(5), 553–561.
Likos, W. J., and Lu, N. (2004). “Hysteresis of capillary stress in unsaturated granular soil.” J. Eng. Mech., 646–655.
Likos, W. J., Lu, N., and Wenszel, W. (2011). “Performance of a dynamic dew point method for moisture isotherms of clays.” Geotech. Test. J., 34(4), 373–382.
Likos, W. J., Olsen, H. W., Krosley, L., and Lu, N. (2003). “Measured and estimated suction indices for expansive soil classification.” J. Geotech. Geoenviron. Eng., 665–668.
Likos, W. J., and Yao, J. (2014). “Effects of constraints on van Genuchten parameters for modeling soil-water characteristic curves.” J. Geotech. Geoenviron. Eng., .
Lowell, S., Shields, J. E., Thomas, M. A., and Thommes, M. (2006). Characterization of porous solids and powders: Surface area, pore size and density, Springer, Netherlands.
Lu, N., and Khorshidi, M. (2015). “Mechanisms for soil-water retention and hysteresis at high suction range.” J. Geotech. Geoenviron. Eng., .
Lu, N., and Likos, W. J. (2004). Unsaturated soils mechanics, Wiley, New York.
Lu, N., and Likos, W. J. (2006). “Suction stress characteristic curve for unsaturated soil.” J. Geotech. Geoenviron. Eng., 131–142.
Mason, G., and Morrow, N. (1991). “Capillary behavior of a perfectly wetting liquid in irregular triangular tubes.” J. Colloid Interface Sci., 141(1), 262–274.
Mitchell, J. K. (1993). Fundamentals of soil behavior, Wiley, New York.
Or, D., and Tuller, M. (1999). “Liquid retention and interfacial area in variably saturated porous media: Upscaling from single-pore to sample-scale model.” Water Resour. Res., 35(12), 3591–3605.
Philip, J. R. (1977). “Unitary approach to capillary condensation and adsorption.” J. Chem. Phys., 66(11), 5069–5075.
Pierce, C. (1960). “The Frenkel-Halsey-Hill adsorption isotherm and capillary condensation.” J. Phys. Chem., 64(9), 1184–1187.
Princen, H. M. (1992). “Capillary pressure behavior in pores with curved triangular cross-section: Effect of wettability and pore size distribution.” Colloids Surf., 65(2–3), 221–230.
Prost, R., Benchara, A., and Huard, E. (1998). “State and location of water adsorbed on clay minerals: Consequences of the hydration and swelling-shrinkage phenomena.” Clays Clay Miner., 46(2), 117–131.
Revil, A., and Lu, N. (2013). “Unified water isotherms for clayey porous materials.” Water Resour. Res., 49(9), 5685–5699.
Santamarina, J. C., Klein, K. A., and Fam, M. A. (2001). Soils and waves, Wiley, Hoboken, NJ.
Schanz, T., and Tripathy, S. (2009). “Swelling pressure of a divalent-rich bentonite: Diffuse double-layer theory revisited.” Water Resour. Res., 45(5), W00C12.
Schubert, H. (1975). “Tensile strength of agglomerates.” Powder Technol., 11(2), 107–119.
Tang, C.-S., Pei, X.-J., Wang, D.-Y., Shi, B., and Li, J. (2015). “Tensile strength of compacted clayey soil.” J. Geotech. Geoenviron. Eng., .
Terzaghi, K. (1943). Theoretical soil mechanics, Wiley, New York.
Tuller, M., and Or, D. (2005). “Water films and scaling of soil characteristic curves at low water contents.” Water Resour. Res., 41(9), W009403.
Tuller, M., Or, D., and Dudley, L. M. (1999). “Adsorption and capillary condensation in porous media: Liquid retention and interfacial configurations in angular pores.” Water Resour. Res., 35(7), 1949–1964.
van Genuchten, M. T. (1980). “A closed form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44(5), 892–898.
van Olphen, H. (1991). Clay colloid chemistry, 2nd Ed., Krieger, Malabar, FL.
Vesga, L. F., and Vallejo, L. E. (2006). “Direct and indirect tensile test for measuring the equivalent effective stress in a kaolinite clay.” Unsaturated Soils 2006, ASCE, Reston, VA, 1290–1301.
Webb, S. W. (2000). “A simple extension of two-phase characteristic curves to include the dry region.” Water Resour. Res., 36(6), 1425–1430.
Zeh, R. M., and Witt, K. J. (2005). “Suction-controlled tensile strength of compacted clays.” Proc., Int. Conf. on Soil Mechanics and Geotechnical Engineering, Osaka, Japan, 2347–2352.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 143Issue 8August 2017

History

Received: Jan 20, 2016
Accepted: Jan 20, 2017
Published online: Apr 10, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 10, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Idil Deniz Akin
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Madison, WI 53706.
William J. Likos, M.ASCE [email protected]
Gary Wendt Professor, Dept. of Civil and Environmental Engineering, Univ. of Wisconsin-Madison, Geological Engineering Program, Madison, WI 53706 (corresponding author). E-mail: [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