Technical Papers
Aug 11, 2018

Reactive Transport of Chemicals in Compacted Bentonite under Nonisothermal Water Infiltration

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 10

Abstract

This paper presents an investigation of coupled thermal, hydraulic, and chemical behavior of a compacted bentonite buffer under the heating and hydration conditions of geological disposal of high-level nuclear waste. The study presented provides further insight into the evolution of hydro-geochemistry of the compacted bentonite and the clay microstructure effects through a numerical modelling development of the reactive transport of multicomponent chemicals. The application/validation case study is based on a series of laboratory tests on heating and hydration of compacted bentonite for a period of 0.5–7.6 years reported in the literature. The effects of microstructure evolution during hydration and dehydration on the transport phenomena are included via a new approach that links the geochemistry of clay hydration/dehydration with the transport properties. The analysis results related to the moisture flow and chloride transport demonstrate close correlation with the experimental results by the inclusion of the effects of microstructure evolution in the transport phenomena. The results of numerical analysis of reactive transport of chemicals highlight the importance of accessory minerals present in bentonite on the distribution of some anionic species. The behavior of major cationic species is shown to be mainly governed by the transport processes. Further insights into the chemically driven processes in clay buffer due to coupled hydraulic and thermal effects are presented and discussed that are captured from the results of modeling the clay-water-chemical system.

Get full access to this article

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

Acknowledgments

The financial support received by the first author in the form of a PhD scholarship from the UK’s Overseas Research Students Awards Scheme (ORSAS) is gratefully acknowledged. The support and contribution from Dr Suresh C. Seetharam (former Research Fellow at Cardiff University and currently a Scientist at the Belgian Nuclear Research Centre) in the early stages of this research is also gratefully acknowledged.

References

Agar, J. N., C. Y. Mou, and J. Lin. 1989. “Single-ion heat of transport in electrolyte solutions, A hydrodynamic theory.” J. Phys. Chem. 93 (5): 2079–2082. https://doi.org/10.1021/j100342a073.
Arcos, D., F. Grandia, C. Domènech, A. M. Fernández, M. V. Villar, A. Muurinen, T. Carlsson, P. Sellin, and P. Hernán. 2008. “Long-term geochemical evolution of the near field repository: Insights from reactive transport modelling and experimental evidences.” J. Contam. Hydrol. 102 (3–4): 196–209. https://doi.org/10.1016/j.jconhyd.2008.09.021.
Balluffi, R. W., S. M. Allen, and W. C. Carter 2005. Kinetics of materials. Hoboken, NJ: Wiley.
Boudreau, B. P., F. J. R. Meysman, and J. J. Middelburg. 2004. “Multicomponent ionic diffusion in pore water: Columbic effects revisited.” Earth Planetary Sci. Lett. 222 (2): 653–666. https://doi.org/10.1016/j.epsl.2004.02.034.
Cleall, P. J., S. C. Seetharam, and H. R. Thomas. 2007. “On the inclusion of some aspects of chemical behaviour of an unsaturated soil in thermo-hydro-chemical-mechanical models. Part II: Application and transport of soluble salts in compacted bentonite.” J. Eng. Mech. 133 (3): 348–356. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:3(348).
Cuevas, J., M. V. Villar, M. Martín, J. C. Cobeña, and S. Leguey. 2002. “Thermo-hydraulic gradients on bentonite: Distribution of soluble salts, microstructure and modification of the hydraulic and mechanical behaviour.” Appl. Clay Sci. 22 (1–2): 25–38. https://doi.org/10.1016/S0169-1317(02)00109-6.
Cussler, E. L. 1997. Diffusion-mass transfer in fluid systems. Cambridge, UK: Cambridge University Press.
ENRESA (Empresa Nacional de Residuos Radiactivos S.A.). 2000. Full-scale engineered barriers experiment for a deep geological repository for high-level radioactive waste in crystalline host rock. Luxembourg: Nuclear Science and Technology Series, European Communities.
Fernández, A. M., B. Baeyens, M. Bradbury, and P. Rivas. 2004. “Analysis of the pore water chemical composition of a Spanish compacted bentonite used in an engineered barrier.” Phys. Chem. Earth 29: 105–118.
Fernández, A. M., J. Cuevas, and P. Rivas. 2001. “Pore water chemistry of the FEBEX bentonite.” In Vol. 663 of Proc., Material Research Society Symp., edited by K. P. Hart, G. R. Lumpkin, 573–588. Warrendale, PA: Materials Research Society.
Fernández, A. M., and M. V. Villar. 2010. “Geochemical behaviour of a bentonite barrier in the laboratory after up to 8 years of heating and hydration.” Appl. Geochem. 25 (6): 809–824. https://doi.org/10.1016/j.apgeochem.2010.03.001.
García-Gutiérrez, M., J. L. Cormenzana, T. Missana, and M. Mingarro. 2004. “Diffusion coefficients and accessible porosity for HTO and 36Cl in compacted FEBEX bentonite.” Appl. Clay Sci. 26 (1–4): 65–73. https://doi.org/10.1016/j.clay.2003.09.012.
Guimarães, L. D. N., A. Gens, and S. Olivella. 2007. “Coupled thermo-hydro-mechanical and chemical analysis of expansive clay subjected to heating and hydration.” Transp. Porous Media 66 (3): 341–372. https://doi.org/10.1007/s11242-006-0014-z.
Holmboe, M., S. Wold, and M. Jonsson. 2012. “Porosity investigation of compacted bentonite using XRD profile modelling.” J. Contam. Hydrol. 128 (1–4): 19–32. https://doi.org/10.1016/j.jconhyd.2011.10.005.
Hueckel, T. A. 1992. “Water-mineral interaction in hydromechanics of clay exposed to environmental loads: A mixture-theory approach.” Can. Geotech. J. 29 (6): 1071–1086. https://doi.org/10.1139/t92-124.
Jacques, D., and J. Šimůnek. 2005. User manual of the multicomponent variably- saturated flow and transport model HP1. Description, verification, and examples. Mol, Belgium: SCK·CEN.
Kozaki, T., K. Inada, S. Sato, and H. Ohashi. 2001. “Diffusion mechanism of chloride ions in sodium montmorillonite.” J. Contam. Hydrol. 47 (2–4): 159–170. https://doi.org/10.1016/S0169-7722(00)00146-7.
Kröhn, K.-P. 2003. “New conceptual models for the resaturation of bentonite.” Appl. Clay Sci. 23 (1–4): 25–33. https://doi.org/10.1016/S0169-1317(03)00083-8.
Laird, D. A. 2006. “Influence of layer charge on swelling of smectite.” Appl. Clay Sci. 34 (1–4): 74–87. https://doi.org/10.1016/j.clay.2006.01.009.
Langmuir, D. 1997. Aqueos environmental geochemistry. Upper Saddle River, NJ: Prentice-Hall.
Lasaga, A. C. 1979. “The treatment of multicomponent diffusion and ion pairs in diagenetic fluxes.” Am. J. Sci. 279 (3): 324–346. https://doi.org/10.2475/ajs.279.3.324.
Lasaga, A. C. 1981. “Reply-diffusion of seawater ions: Significance and consequences of cross coupling effects: Further comments and clarifications.” Am. J. Sci. 281: 981–988.
Lasaga, A. C. 1998. “Kinetic theory in the earth science.” Princeton series in geochemistry. Princeton, NJ: Princeton University Press.
Likos, W. J., and N. Lu. 2006. “Pore-scale analysis of bulk volume change from crystalline swelling in Na+2+ smectite.” Clays Clay Miner. 54 (4): 515–528. https://doi.org/10.1346/CCMN.2006.0540412.
Likos, W. J., and A. Wayllace. 2010. “Porosity evolution of free and confined bentonite during interlayer hydration.” Clays Clay Miner. 58 (3): 399–414. https://doi.org/10.1346/CCMN.2010.0580310.
Martín, M., J. Cuevas, and S. Leguey. 2000. “Diffusion of soluble salts under a temperature gradient after the hydration of compacted bentonite.” Appl. Clay Sci. 17 (1–2): 55–70. https://doi.org/10.1016/S0169-1317(00)00006-5.
Mayhew, Y. R., and G. F. C. Rogers. 1976. Thermodynamic and transport properties of fluids. 2nd ed. Oxford: Blackwell.
Muurinen, A., O. Karnland, and J. Lehikoinen. 2007. “Effect of homogenization on the microstructure and exclusion of chloride in compacted bentonite.” Phys. Chem. Earth 32 (1–7): 485–490. https://doi.org/10.1016/j.pce.2006.02.058.
Navarro, V., L. Asensio, Á. Yustres, X. Pintado, and J. Alonso. 2014. “An elastoplastic model of bentonite free swelling.” Eng. Geol. 181: 190–201. https://doi.org/10.1016/j.enggeo.2014.07.014.
Oelkers, E. H. 1996. “Physical and chemical properties of rocks and fluids form chemical mass transport calculations.” React. Transp. Porous Media Rev. Min. 34 (1): 130–191.
Parkhurst, D. L., and C. A. J. Appelo. 1999. User’s guide to PHREEQC (version 2). Reston, VA: US Geological Survey.
Philip, J. R., and D. A. de Vries. 1957. “Moisture movement in porous materials under temperature gradients.” Trans. Am. Geophys. Union 38 (2): 222–232. https://doi.org/10.1029/TR038i002p00222.
Pusch, R., O. Karnland, and H. Hokmark. 1990. GMM: A general micro-structural model for qualitative and quantitative studies of smectite clays, SKB. Stockholm, Sweden: Swedish Nuclear Fuel and Waste Management Company.
Pusch, R., and R. N. Yong. 2006. Microstructure of smectite clays and engineering performance. New York: Taylor & Francis.
Ransom, B., and H. C. Helgeson. 1994. “A chemical and thermodynamic model of aluminous dioctahedral 21 layer clay minerals in diagnetic processes: Regular solution representation of interlayer dehydration in smectite.” Am. J. Sci. 294 (4): 449–484. https://doi.org/10.2475/ajs.294.4.449.
Ransom, B., and H. C. Helgeson. 1995. “A chemical and thermodynamic model of aluminous dioctahedral 21 layer clay minerals in diagnetic processes: Dehydration of dioctahedral aluminous smectites as a function of temperature and depth in sedimentary.” Am. J. Sci. 295 (3): 245–281. https://doi.org/10.2475/ajs.295.3.245.
Revil, A., and D. Jougnot. 2008. “Diffusion of ions in unsaturated porous materials.” J. Colloid Interface Sci. 319 (1): 226–235. https://doi.org/10.1016/j.jcis.2007.10.041.
Samper, J., T. Xu, and C. Yang. 2009. “A sequential partly iterative approach for multicomponent reactive transport with CORE2D.” Comput. Geosci. 13 (3): 301–316. https://doi.org/10.1007/s10596-008-9119-5.
Samper, J., L. Zheng, L. Montenegro, A. M. Fernández, and P. Rivas. 2008. “Testing coupled thermo-hydro-chemical models of compacted bentonite after dismantling the FEBEX in situ test.” Appl. Geochem. 23 (5): 1186–1201. https://doi.org/10.1016/j.apgeochem.2007.11.010.
Sánchez, M., A. Gens, and S. Olivella. 2012. “THM analysis of a large-scale heating test incorporating material fabric changes.” Int. J. Numer. Anal. Methods Geomech. 36 (4): 391–421. https://doi.org/10.1002/nag.1011.
Sedighi, M. 2011. “An investigation of hydro-geochemical processes in coupled thermal, hydraulic, chemical and mechanical behaviour of unsaturated soils.” Ph.D. thesis. Cardiff Univ. http://orca.cf.ac.uk/54236/1/U573143.pdf.
Sedighi, M., and H. R. Thomas. 2014. “Micro porosity evolution in compacted swelling clays—A chemical approach.” Appl. Clay Sci. 101: 608–618. https://doi.org/10.1016/j.clay.2014.09.027.
Sedighi, M., H. R. Thomas, S. A. Masum, P. J. Vardon, D. Nicholson, and Q. Chen. 2015. “Geochemical modelling of hydrogen gas migration in an unsaturated bentonite buffer.” Geol. Soc. J. 415 (1): 189–201. https://doi.org/10.1144/SP415.12.
Sedighi, M., H. R. Thomas, and P. J. Vardon. 2011. “Modelling thermal impacts on reactive transport processes related to multicomponent chemicals in compacted clays.” In Proc., 2nd Int. Symp. on Computational Geomechanics (ComGeo II), 538–546. Rhodes, Greece: International Centre of Computational Engineering.
Sedighi, M., H. R. Thomas, and P. J. Vardon. 2016. “Reactive transport of chemicals in unsaturated soils: Numerical model development and verification.” Can. Geotech. J. 53 (1): 162–172. https://doi.org/10.1139/cgj-2014-0436.
Seetharam, S. C., H. R. Thomas, and P. J. Cleall. 2007. “Coupled thermo-hydrochemical- mechanical model for unsaturated soils-numerical algorithm.” Int. J. Numer. Methods Eng. 70 (12): 1480–1511. https://doi.org/10.1002/nme.1934.
Steefel, C. I. 1996. “Approaches to modeling of reactive transport in porous media.” In Vol. 34 of Reactive transport in porous media, reviews in mineralogy. Washington, DC: Mineralogical Society of America.
Steefel, C. I. 2009. “CrunchFlow software for modeling multicomponent reactive flow and transport, user’s manual.” Lawrence Berkeley National Laboratory. https://www.netl.doe.gov/File%20Library/Research/Oil-Gas/methane%20hydrates/CrunchFlow-Manual.pdf.
Steefel, C. I., J. Rutqvist, C.-F. Tsang, H.-H. Liu, E. Sonnenthal, J. Houseworth, and J. Birkholzer. 2010. Reactive transport and coupled THM processes in engineering barrier systems (EBS). Berkeley, CA, Lawrence Berkeley National Laboratory.
Thomas, H. R., P. J. Cleall, N. Chandler, D. Dixon, and H. P. Mitchell. 2003. “Water infiltration into a large-scale in-situ experiment in an underground research laboratory.” Géotechnique 53 (2): 207–224. https://doi.org/10.1680/geot.2003.53.2.207.
Thomas, H. R., and Y. He. 1997. “A coupled heat–moisture transfer theory for deformable unsaturated soil and its algorithmic implementation.” Int. J. Numer. Methods Eng. 40 (18): 3421–3441. https://doi.org/10.1002/(SICI)1097-0207(19970930)40:18%3C3421::AID-NME220%3E3.0.CO;2-C.
Thomas, H. R., and Y. He 1998. “Modelling the behaviour of unsaturated soil using an elasto plastic constitutive relationship.” Géotechnique 48: 589–603.
Thomas, H. R., and M. Sedighi. 2012. “Modelling the engineering behaviour of highly swelling clays.” In Proc., 4th International Conference on Problematic Soils, 21–33. Singapore: Ci-Premier PTE Limited.
Thomas, H. R., M. Sedighi, and P. J. Vardon. 2012. “Diffusive reactive transport of multicomponent chemicals under coupled thermal, hydraulic, chemical and mechanical conditions.” Geotech. Geol. Eng. 30 (4): 841–857. https://doi.org/10.1007/s10706-012-9502-9.
Van Genuchten, M. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Van Loon, L. R., M. A. Glaus, and W. Müller. 2007. “Anion exclusion effects in compacted bentonite: Towards a better understanding of anion diffusion.” Appl. Geochem. 22 (11): 2536–2552. https://doi.org/10.1016/j.apgeochem.2007.07.008.
Vardon, P. J., P. J. Cleall, H. R. Thomas, R. N. Philp, and I. Banicescu. 2011. “Three-dimensional field-scale coupled thermo-hydro-mechanical modelling: A parallel computing implementation.” Int. J. Geomech. 11 (2): 90–98. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000019.
Vidal, O., and B. Dubacq. 2009. “Thermodynamic modelling of clay dehydration, stability and compositional evolution with temperature, pressure and H2O activity.” Geochim. Cosmochim. Acta 73 (21): 6544–6564. https://doi.org/10.1016/j.gca.2009.07.035.
Villar, M. V. 2007. “Water retention of two natural compacted bentonites.” Clays Clay Miner. 55 (3): 311–322. https://doi.org/10.1346/CCMN.2007.0550307.
Villar, M. V., A. M. Fernández, P. L. Martín, J. M. Barcala, R. Gómez-Espina, and P. Rivas. 2008a. Effect of heating/hydration on compacted bentonite: Tests in 60 cm long cells. Madrid, Spain: Publishing House CIEMAT.
Villar, M. V., M. Sánchez, and A. Gens. 2008b. “Behaviour of a bentonite barrier in the laboratory: Experimental results up to 8 years and numerical simulation.” Supplement, Phys. Chem. Earth 33 (S1) : S476–S485. https://doi.org/10.1016/j.pce.2008.10.055.
Warr, L., and J. Berger. 2007. “Hydration of bentonite in natural waters: Application of ‘confined volume’ wet-cell X-ray diffractometry.” Phys. Chem. Earth A/B/C 32 (1–7): 247–258. https://doi.org/10.1016/j.pce.2006.02.048.
Wersin, P., E. Curti, and C. A. J. Appelo. 2004. “Modelling bentonite-water interaction at high solid/liquid ratios: Swelling and diffuse double layer effects.” Appl. Clay Sci. 26 (1–4): 249–257. https://doi.org/10.1016/j.clay.2003.12.010.
Xie, M., S. Bauer, O. Kolditz, T. Nowak, and H. Shao. 2006. “Numerical simulation of reactive processes in an experiment with partially saturated bentonite.” J. Contam. Hydrol. 83 (1–2): 122–147. https://doi.org/10.1016/j.jconhyd.2005.11.003.
Xu, T., E. Sonnenthal, N. Spycher, and K. Pruess. 2004. “TOURGHREACT: A simulation program for non-isothermal multiphase reactive geochemical transport in variably saturated geologic media.” Comp. Geosci. 32 (2): 145–165.
Yang, C., J. Samper, and L. Montenegro. 2008. “A coupled non-isothermal reactive transport model for long-term geochemical evolution of a HLW repository in clay.” Environ. Geol. 53 (8): 1627–1638. https://doi.org/10.1007/s00254-007-0770-2.
Yeh, G. T., and V. S. Tripathi. 1989. “A critical evaluation of recent developments in hydrogeochemical transport models of reactive multichemical components.” Water Resour. Res. 25 (1): 93–108. https://doi.org/10.1029/WR025i001p00093.
Yong, R. N. 2003. “Influence of microstructural features on water, ion diffusion and transport in clay soils.” Appl. Clay Sci. 23 (1–4): 3–13. https://doi.org/10.1016/S0169-1317(03)00081-4.
Zagorščak, R., M. Sedighi, and H. R. Thomas. 2017. “Effects of thermo-osmosis on hydraulic behavior of saturated clays.” Int. J. Geomech. 17 (3): 04016068. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000742.
Zheng, L., and J. Samper. 2008. “Coupled THMC model of FEBEX mock-up test.” Supplement, Phys. Chem. Earth 33 (S1) : S486–S498. https://doi.org/10.1016/j.pce.2008.10.023.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144Issue 10October 2018

History

Received: Nov 7, 2016
Accepted: Apr 26, 2018
Published online: Aug 11, 2018
Published in print: Oct 1, 2018
Discussion open until: Jan 11, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Majid Sedighi [email protected]
Lecturer, School of Mechanical, Aerospace and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, UK; formerly, Research Fellow, Geoenvironmental Research Centre, Cardiff Univ., Cardiff CF24 3AA, UK (corresponding author). Email: [email protected]
Hywel R. Thomas [email protected]
Professor, Geoenvironmental Research Centre, School of Engineering, Cardiff Univ., Cardiff CF24 3AA, UK. Email: [email protected]
Philip J. Vardon [email protected]
Associate Professor, Section for Geo-Engineering, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Bldg. 23, Stevinweg 1, P.O. Box 5048, 2628 CN Delft, 2600 GA Delft, Netherlands; formerly, Research Fellow, Geoenvironmental Research Centre, Cardiff Univ., Cardiff CF24 3AA, UK. 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