{"title":"再生混凝土细粒钙溶解动力学的综合研究:实验和建模见解","authors":"Bourouina Amine , Tollet Malo , Gagniere Emilie , Lebaz Noureddine , Chabanon Elodie , Agusti Géraldine , Delavernhe Laure , Poillot Julien , Barnes-Davin Laury , Edouard David","doi":"10.1016/j.cherd.2025.08.033","DOIUrl":null,"url":null,"abstract":"<div><div>This study quantifies calcium dissolution kinetics from Recycled Concrete Fines (RCFs), a key step in the indirect CO<sub>2</sub> mineral carbonation. RCFs were characterized prior to leaching using XRD, SEM, XRF, BET, and laser diffraction techniques. Batch leaching experiments were performed using a Design of Experiments (DoE) approach to investigate the effects of particle size (0–4 mm), initial pH (2−7), and solid-to-liquid ratio (25–150 g/L) on calcium release kinetics. Calcium dissolution rate increased with decreasing particle size and pH, and with increasing solid-to-liquid ratio. XRD and SEM analyses revealed selective leaching of cementitious phases (portlandite, ettringite, hemicarboaluminate, and amorphous C-S-H), while inert aggregates remained unaffected. A mechanistic core-shell dissolution model was developed, representing RCFs particles as inert cores surrounded by reactive shells composed of hydrated calcium-rich cement phases. The model uses a single apparent rate constant (k<sub>obs</sub>) to integrate surface reaction, internal diffusion, and external mass transfer. The reactive surface area was dynamically updated using BET data and the evolving mass of cementitious phases. The model closely reproduced experimental data across all tested conditions (R² > 0.93). The variation of k<sub>obs</sub> across operating conditions reflects transitions between different rate-limiting steps, ranging from external mass transfer to surface reaction control.</div></div>","PeriodicalId":10019,"journal":{"name":"Chemical Engineering Research & Design","volume":"221 ","pages":"Pages 610-626"},"PeriodicalIF":3.9000,"publicationDate":"2025-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A comprehensive study of calcium dissolution kinetics from recycled concrete fines: Experimental and modeling insights\",\"authors\":\"Bourouina Amine , Tollet Malo , Gagniere Emilie , Lebaz Noureddine , Chabanon Elodie , Agusti Géraldine , Delavernhe Laure , Poillot Julien , Barnes-Davin Laury , Edouard David\",\"doi\":\"10.1016/j.cherd.2025.08.033\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>This study quantifies calcium dissolution kinetics from Recycled Concrete Fines (RCFs), a key step in the indirect CO<sub>2</sub> mineral carbonation. RCFs were characterized prior to leaching using XRD, SEM, XRF, BET, and laser diffraction techniques. Batch leaching experiments were performed using a Design of Experiments (DoE) approach to investigate the effects of particle size (0–4 mm), initial pH (2−7), and solid-to-liquid ratio (25–150 g/L) on calcium release kinetics. Calcium dissolution rate increased with decreasing particle size and pH, and with increasing solid-to-liquid ratio. XRD and SEM analyses revealed selective leaching of cementitious phases (portlandite, ettringite, hemicarboaluminate, and amorphous C-S-H), while inert aggregates remained unaffected. A mechanistic core-shell dissolution model was developed, representing RCFs particles as inert cores surrounded by reactive shells composed of hydrated calcium-rich cement phases. The model uses a single apparent rate constant (k<sub>obs</sub>) to integrate surface reaction, internal diffusion, and external mass transfer. The reactive surface area was dynamically updated using BET data and the evolving mass of cementitious phases. The model closely reproduced experimental data across all tested conditions (R² > 0.93). The variation of k<sub>obs</sub> across operating conditions reflects transitions between different rate-limiting steps, ranging from external mass transfer to surface reaction control.</div></div>\",\"PeriodicalId\":10019,\"journal\":{\"name\":\"Chemical Engineering Research & Design\",\"volume\":\"221 \",\"pages\":\"Pages 610-626\"},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2025-09-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Chemical Engineering Research & Design\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0263876225004538\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, CHEMICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Chemical Engineering Research & Design","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0263876225004538","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CHEMICAL","Score":null,"Total":0}
A comprehensive study of calcium dissolution kinetics from recycled concrete fines: Experimental and modeling insights
This study quantifies calcium dissolution kinetics from Recycled Concrete Fines (RCFs), a key step in the indirect CO2 mineral carbonation. RCFs were characterized prior to leaching using XRD, SEM, XRF, BET, and laser diffraction techniques. Batch leaching experiments were performed using a Design of Experiments (DoE) approach to investigate the effects of particle size (0–4 mm), initial pH (2−7), and solid-to-liquid ratio (25–150 g/L) on calcium release kinetics. Calcium dissolution rate increased with decreasing particle size and pH, and with increasing solid-to-liquid ratio. XRD and SEM analyses revealed selective leaching of cementitious phases (portlandite, ettringite, hemicarboaluminate, and amorphous C-S-H), while inert aggregates remained unaffected. A mechanistic core-shell dissolution model was developed, representing RCFs particles as inert cores surrounded by reactive shells composed of hydrated calcium-rich cement phases. The model uses a single apparent rate constant (kobs) to integrate surface reaction, internal diffusion, and external mass transfer. The reactive surface area was dynamically updated using BET data and the evolving mass of cementitious phases. The model closely reproduced experimental data across all tested conditions (R² > 0.93). The variation of kobs across operating conditions reflects transitions between different rate-limiting steps, ranging from external mass transfer to surface reaction control.
期刊介绍:
ChERD aims to be the principal international journal for publication of high quality, original papers in chemical engineering.
Papers showing how research results can be used in chemical engineering design, and accounts of experimental or theoretical research work bringing new perspectives to established principles, highlighting unsolved problems or indicating directions for future research, are particularly welcome. Contributions that deal with new developments in plant or processes and that can be given quantitative expression are encouraged. The journal is especially interested in papers that extend the boundaries of traditional chemical engineering.