Evaluation of coal gasification slag modification technology based on multivariate pozzolanic activity evaluation method: Activity enhancement method and mechanism
Abstract The massive stockpiling of coal gasification slag poses significant environmental hazards, necessitating urgent resource utilization. When used in cement-based materials, it can partially replace cement, thereby reducing carbon emissions. This paper employs different pretreatment methods to enhance the hydration activity of coal gasification slag and compares modification techniques using various evaluation methods. The results indicate that, in terms of evaluation methods, the Rietveld whole-pattern fitting method, silicon-aluminum dissolution method, and quality loss method can rapidly assess pozzolanic activity, combined application of these methods can simultaneously ensure high accuracy and low time consumption. Regarding modification techniques, the modification methods adopted in this study can alter the amorphous composition, ion dissolution, and reactivity of coal gasification slag. Under the experimental conditions of this study, alkali dissolution and CaCl2 modification can effectively enhance pozzolanic activity, resulting in stronger mechanical properties. Specifically, the compressive strength growth rates of cement with coal gasification slag modified by NaOH at 7d and 28d can reach 13.5% and 6.5%, respectively, while those modified by CaCl2 can reach 9.0% and 13.1% at 7d and 28d, respectively, demonstrating significant effects. Therefore, these methods can be considered as viable means for modifying coal gasification slag to improve its resource utilization efficiency.
Authors
- Tianyong Huang
- Changlong Wang (ORCID: https://orcid.org/0000-0002-6955-973X)
- Yafeng Rui (ORCID: https://orcid.org/0000-0002-8751-6100)
- Zhibing Liu
- Fengdong Liu
- Guiquan Zhang
Publication Details
- Journal
- Materials Reports Solidwaste and Ecomaterials
- Published
- 2026-08-18
- DOI
- https://doi.org/10.26599/mrse.2026.9520033
- Primary Topic
- Concrete and Cement Materials Research
- Type
- article
- Field-Weighted Citation Impact
- 0.00