Technical Papers
Sep 28, 2023

Numerical Modeling of Nanoparticle Injection and Ionic Removal for Cementitious Materials

Publication: Journal of Engineering Mechanics
Volume 149, Issue 12

Abstract

Recently, nanoparticle injection technology has been developed for the remediating and repairing cracks in wellbore systems that can be used for underground CO2 storage. The repair technology can seal the cracks and prevent the CO2 from leaking. In this work, a numerical model was developed to simulate the coupling effects among various ions in pore solution of well cement used in underground wellbore systems as well as the injection of nanoparticles during the leak repairing process in boreholes. Two main governing equations, the Nernst–Planck and Poisson’s equations, were used to derive the transport and migration of ions driven by external current in the pore solution. The governing equations were solved using the finite element method based on the multiphysics object-oriented simulation environment (MOOSE) framework. The concentration profiles of the ions in well cement were obtained at different times and depths. The nanoparticle injection process was simulated with the appearance of five different ions in the solution of well cement. The effect of the external current for penetration of nanoparticles into the cement was captured.

Get full access to this article

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

Data Availability Statement

All data that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful to the University of Colorado Boulder for the support provided for this work. Also, authors wish to acknowledge the financial support of the USDOE project, Nanoparticle Injection Technology for Remediating Leaks of CO2 Storage Formation, DE-FE0026514. In addition, support by the USDOE under Award DE-NE0008438 and subaward No. R-16-0020 to University of Colorado at Boulder is gratefully acknowledged. Any opinions, findings, and conclusions presented in this paper belong solely to the authors.

References

Al-Salami, A. E., and M. A. Al-Gawati. 2013. “Pozzolanic activity of nano-silica and its application for improving physical, mechanical and structural properties of hardened cement.” Int. J. Appl. Phys. Math. 3 (6): 376–380. https://doi.org/10.7763/IJAPM.2013.V3.240.
ASTM. 2019. Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM C1202-19. West Conshohocken, PA: ASTM International.
Cardenas, H., K. Kupwade-patil, and S. Eklund. 2011. “Corrosion mitigation in mature reinforced concrete using nanoscale Pozzolan deposition.” J. Mater. Civ. Eng. 23 (Jun): 752–760. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000194.
Damrongwiriyanupap, N., W. Sae-Long, S. Limkatanyu, and Y. Xi. 2021. “Influence of associated cations on chloride ingress into concrete structures.” Eng. J. 25 (3): 51–60. https://doi.org/10.4186/ej.2021.25.3.51.
Du, S., J. Wu, O. Alshareedah, and X. Shi. 2019. “Nanotechnology in cement-based materials: A review of durability, modeling, and advanced characterization.” Nanomaterials (Basel) 9 (9): 1213. https://doi.org/10.3390/nano9091213.
Feng, G.-L., L.-Y. Li, B. Kim, and Q.-F. Liu. 2016. “Multiphase modelling of ionic transport in cementitious materials with surface charges.” Comput. Mater. Sci 111 (Jan): 339–349. https://doi.org/10.1016/j.commatsci.2015.09.060.
Guo, L., H. Huang, D. R. Gaston, C. J. Permann, D. Andrs, G. D. Redden, C. Lu, D. T. Fox, and Y. Fujita. 2013. “A parallel, fully coupled, fully implicit solution to reactive transport in porous media using the preconditioned jacobian-free newton-krylov method.” Adv. Water Resour. 53 (Mar): 101–108. https://doi.org/10.1016/j.advwatres.2012.10.010.
Hammond, G. E., A. J. Valocchi, and P. C. Lichtner. 2005. “Application of jacobian-free newton-krylov with physics-based preconditioning to biogeochemical transport.” Adv. Water Resour. 28 (4): 359–376. https://doi.org/10.1016/j.advwatres.2004.12.001.
Hu, C., and Z. Li. 2015. “A review on the mechanical properties of cement-based materials measured by nanoindentation.” Constr. Build. Mater. 90 (Aug): 80–90. https://doi.org/10.1016/j.conbuildmat.2015.05.008.
Lackner, K. S., and S. Brennan. 2009. “Envisioning carbon capture and storage: Expanded possibilities due to air capture, leakage insurance, and C-14 monitoring.” Clim. Change 96 (3): 357–378. https://doi.org/10.1007/s10584-009-9632-0.
Li, L., M. Abdelrahman, M. H. Hubler, and Y. Xi. 2021a. “Numerical modeling of the injection of nanoparticles in saturated cementitious material by electromigration.” J. Eng. Mech. 147 (9): 1–15. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001954.
Li, L., Y. Zhang, M. H. Hubler, and Y. Xi. 2021b. “Experimental study on nanoparticle injection technology for remediating leaks in the cement from wellbore systems.” J. Pet. Sci. Eng. 203 (May): 108829. https://doi.org/10.1016/j.petrol.2021.108829.
Li, L. Y., and C. L. Page. 2000. “Finite element modelling of chloride removal from concrete by an electrochemical method.” Corros. Sci. 42 (12): 2145–2165. https://doi.org/10.1016/S0010-938X(00)00044-5.
Liu, Q.-F., D. Easterbrook, J. Yang, and L.-Y. Li. 2015a. “A three-phase, multi-component ionic transport model for simulation of chloride penetration in concrete.” Eng. Struct. 86 (Mar): 122–133. https://doi.org/10.1016/j.engstruct.2014.12.043.
Liu, Q.-F., L.-Y. Li, D. Easterbrook, and J. Yang. 2012. “Multi-phase modelling of ionic transport in concrete when subjected to an externally applied electric field.” Eng. Struct. 42 (Sep): 201–213. https://doi.org/10.1016/j.engstruct.2012.04.021.
Liu, Q.-F., J. Yang, J. Xia, D. Easterbrook, L.-Y. Li, and X.-Y. Lu. 2015b. “A numerical study on chloride migration in cracked concrete using multi-component ionic transport models.” Comput. Mater. Sci 99 (Mar): 396–416. https://doi.org/10.1016/j.commatsci.2015.01.013.
Morefield, S. W., V. F. Hock, C. A. Weiss, and P. G. Malone. 2006. Application of electrokinetic nanoparticle migration in the production of novel concrete-based composites. Arlington, VA: US Army Office of the Assistant Secretary.
Němeček, J., L. Li, and Y. Xi. 2017. “Electrokinetic nanoparticle injection for remediating leaks in oil well cement.” Constr. Build. Mater. 156 (Dec): 63–72. https://doi.org/10.1016/j.conbuildmat.2017.08.152.
Nygaard, R. 2010. “Well design and well integrity—Wabamun area CO2 sequestration project (WASP).” Energy and Environmental Systems Group, University of Calgary. Accessed January 4, 2010. https://www.ucalgary.ca/wasp/Well%20Integrity%20Analysis.pdf.
Ortensi, J., A. Laurier, Y. Wang, S. Schunert, A. Hébert, and M. Dehart. 2018. “A newton solution for the superhomogenization method: The PJFNK-SPH.” Ann. Nucl. Energy 111 (Jan): 579–594. https://doi.org/10.1016/j.anucene.2017.09.027.
Permann, C. J., et al. 2020. “MOOSE: Enabling massively parallel multiphysics simulation.” SoftwareX 11 (Jan): 100430. https://doi.org/10.1016/j.softx.2020.100430.
Sabir, B., S. Wild, and J. Bai. 2001. “Metakaolin and calcined clays as pozzolans for concrete: A review.” Cem. Concr. Compos. 23 (6): 441–454. https://doi.org/10.1016/S0958-9465(00)00092-5.
Saito, M., and H. Ishimori. 1995. “Chloride permeability of concrete under static and repeated compressive loading.” Cem. Concr. Res. 25 (4): 803–808. https://doi.org/10.1016/0008-8846(95)00070-S.
Samson, E., and J. Marchand. 1999. “Numerical solution of the extended Nernst-Planck model.” J. Colloid Interface Sci. 215 (1): 1–8. https://doi.org/10.1006/jcis.1999.6145.
Samson, E., and J. Marchand. 2007. “Modeling the transport of ions in unsaturated cement-based materials.” Comput. Struct. 85 (23–24): 1740–1756. https://doi.org/10.1016/j.compstruc.2007.04.008.
Sanchez, F., and K. Sobolev. 2010. “Nanotechnology in concrete—A review.” Constr. Build. Mater. 24 (11): 2060–2071. https://doi.org/10.1016/j.conbuildmat.2010.03.014.
Scherer, G. W., M. A. Celia, J. H. Prévost, S. Bachu, R. Bruant, A. Duguid, R. Fuller, S. E. Gasda, M. Radonjic, and W. Vichit-Vadakan. 2005. “Leakage of CO2 through abandoned wells.” In Vol. 2 of Carbon dioxide capture for storage in deep geologic formations, 827–848. Amsterdam, Netherlands: Elsevier.
Schueremans, L., D. Van Gemert, and A. Beeldens. 1999. “Accelerated chloride penetration test as a basis for service life prediction model for R/C constructions.” In Structural faults and repair, 1269–1280. Leuven, Belgium: KU Leuven.
Singh, L. P., S. R. Karade, S. K. Bhattacharyya, M. M. Yousuf, and S. Ahalawat. 2013. “Beneficial role of nanosilica in cement based materials—A review.” Constr. Build. Mater. 47 (Oct): 1069–1077. https://doi.org/10.1016/j.conbuildmat.2013.05.052.
Udara Willhelm Abeydeera, L. H., J. Wadu Mesthrige, and T. I. Samarasinghalage. 2019. “Global research on carbon emissions: A scientometric review.” Sustainability 11 (14): 1–25. https://doi.org/10.3390/su11143972.
Wang, Y., L. Y. Li, and C. L. Page. 2005. “Modelling of chloride ingress into concrete from a saline environment.” Build. Environ. 40 (12): 1573–1582. https://doi.org/10.1016/j.buildenv.2005.02.001.
Whiting, D., and T. M. Mitchell. 1992. “History of the rapid chloride permeability test.” Transp. Res. Rec. 1335 (1): 55–62.
Xia, J., and L. Y. Li. 2013. “Numerical simulation of ionic transport in cement paste under the action of externally applied electric field.” Constr. Build. Mater. 39 (Feb): 51–59. https://doi.org/10.1016/j.conbuildmat.2012.05.036.
Yuan, Q., C. Shi, G. De Schutter, D. Deng, and F. He. 2011. “Numerical model for chloride penetration into saturated concrete.” J. Mater. Civ. Eng. 23 (3): 305–311. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000168.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 149Issue 12December 2023

History

Received: Oct 25, 2022
Accepted: Aug 1, 2023
Published online: Sep 28, 2023
Published in print: Dec 1, 2023
Discussion open until: Feb 28, 2024

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Osamah H.A. Dehwah, S.M.ASCE
Research Assistant, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309.
Research Assistant Professor, Advanced Structures and Composites Center, Univ. of Maine, Orono, ME 04469. ORCID: https://orcid.org/0000-0002-1684-4318
Mohamed Abdelrahman
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Western New England Univ., Springfield, MA 01119.
Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309 (corresponding author). 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.

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