Chapter
Mar 17, 2022

Microstructure and Dissolution of Aluminosilicate Geopolymers Made from Mine Tailings Source Material

Publication: Geo-Congress 2022

ABSTRACT

Geopolymers created from alkali activator and aluminosilicate source material offer a promising alternative to ordinary Portland cement concrete. This study explores geopolymers created from gold mine tailings and probes the connection between microstructure and dissolution. The geopolymers were cured for 7 days in the oven, in either covered or uncovered conditions. The specimens were then immersed in ultrapure water for 7 days and the resulting strength loss and increase in void space were recorded. The uncovered specimens fared better in the dissolution test, but still experienced strength losses of 75% as compared to the intact specimens. The internal surface area of the uncovered specimens increased tenfold, and the void space increased dramatically (especially for pores around 400 nm in diameter). The covered curing only increased these phenomena, with strength losses of up to 90% and an even greater increase in internal surface area and void space. These significant losses are due to the dissolution of the aluminosilicate gel, which leaches out of the specimen and is replaced by additional voids. The phenomenon of geopolymer dissolution in water must be considered in future durability studies and remedied for this class of materials before geopolymers may be used more widely in industry applications.

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REFERENCES

Ahmari, S., and L. Zhang. 2013. “Durability and Leaching Behavior of Mine Tailings-Based Geopolymer Bricks.” Construction and Building Materials 44 (July): 743–50. https://doi.org/10.1016/j.conbuildmat.2013.03.075.
Duxson, P., A. Fernández-Jiménez, J. L. Provis, G. C. Lukey, A. Palomo, and J. S. J. van Deventer. 2007. “Geopolymer Technology: The Current State of the Art.” Journal of Materials Science 42 (9): 2917–33. https://doi.org/10.1007/s10853-006-0637-z.
Gholampour, A., V. D. Ho, and T. Ozbakkaloglu. 2019. “Ambient-Cured Geopolymer Mortars Prepared with Waste-Based Sands: Mechanical and Durability-Related Properties and Microstructure.” Composites Part B: Engineering 160 (March): 519–34. https://doi.org/10.1016/j.compositesb.2018.12.057.
Izquierdo, M., X. Querol, D. Antenucci, and C. Phillippart. 2009. Influence Of Curing Conditions on Geopolymer Leaching, 7.
Jin, L., X. Du, and G. Ma. 2012. “Macroscopic Effective Moduli and Tensile Strength of Saturated Concrete.” Cement and Concrete Research 42 (12): 1590–1600. https://doi.org/10.1016/j.cemconres.2012.09.012.
Kiventerä, J., H. Sreenivasan, C. Cheeseman, P. Kinnunen, and M. Illikainen. 2018. “Immobilization of Sulfates and Heavy Metals in Gold Mine Tailings by Sodium Silicate and Hydrated Lime.” Journal of Environmental Chemical Engineering 6 (5): 6530–36. https://doi.org/10.1016/j.jece.2018.10.012.
Marvila, M. T., A. R. G. Azevedo, G. C. G. Delaqua, B. C. Mendes, L. G. Pedroti, and C. M. F. Vieira. 2021. “Performance of Geopolymer Tiles in High Temperature and Saturation Conditions.” Construction and Building Materials 286 (June): 122994. https://doi.org/10.1016/j.conbuildmat.2021.122994.
Ren, W., J. Xu, J. Liu, and H. Su. 2015. “Dynamic Mechanical Properties of Geopolymer Concrete after Water Immersion.” Ceramics International 41 (9, Part B): 11852–60. https://doi.org/10.1016/j.ceramint.2015.05.154.
Zhang, N., A. Hedayat, H. G. B. Sosa, J. J. G. Cárdenas, G. E. S. Álvarez, and V. B. A. Rivera. 2021. “Damage Evaluation and Deformation Behavior of Mine Tailing-Based Geopolymer under Uniaxial Cyclic Compression.” Ceramics International 47 (8): 10773–85. https://doi.org/10.1016/j.ceramint.2020.12.194.
Zhang, N., A. Hedayat, H. G. B. Sosa, J. Tunnah, J. J. G. Cárdenas, and G. E. S. Álvarez. 2021. “Estimation of the mode I fracture toughness and evaluations on the strain behaviors of the compacted mine tailings from full-field displacement fields via digital image correlation.” Theoretical and Applied Fracture Mechanics 114, 103014. https://doi.org/10.1016/j.tafmec.2021.103014.

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Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 655 - 663

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Published online: Mar 17, 2022

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Authors

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Cara Clements [email protected]
1Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO. Email: [email protected]
Ahmadreza Hedayat, Ph.D.
2Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO
Lori Tunstall, Ph.D.
3Dept. of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO

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