Insights into the role of slag fineness on the hydration of slag-sulfoaluminate cement

被引:6
作者
Xu, Linglin [1 ]
Li, Wenjie [1 ]
Long, Jiangfeng [1 ]
Liu, Sijia [1 ]
Xu, Mingfeng [2 ]
Guo, Junyuan [1 ]
Wu, Kai [1 ]
机构
[1] Tongji Univ, Sch Mat Sci & Engn, Minist Educ, Key Lab Adv Civil Engn Mat, Shanghai 201804, Peoples R China
[2] Hebei Univ Technol, Sch Civil & Transportat Engn, Tianjin 300401, Peoples R China
关键词
Slag fineness; Slag-sulfoaluminate cement; Hydration; Compressive strength; Pore structure; BLAST-FURNACE SLAG; PORTLAND-CEMENT; SI-29; AL-27; ACTIVATION; MECHANISMS; STRENGTH; KINETICS;
D O I
10.1016/j.conbuildmat.2024.138106
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Slag-sulphoaluminate cement (G center dot SAC), an effective alternative to Portland cement, has garnered significant attention for its low hydration heat, good mechanical properties and durability. However, the role of slag fineness on the hydration of G center dot SAC remains unclear. To address this, the study employed three levels of slag fineness to evaluate its effects on G center dot SAC in terms of hydration heat, hydrates, mechanical properties and pore structure. Results indicate that increasing slag fineness from 400 m(2)/kg to 800 m(2)/kg shortens the induction period by 2 hours but does not significantly alter the hydration heat similar to 110 J/g or 3-day strength (around 30 MPa). In contrast, slag with a specific surface area of 1300 m(2)/kg significantly enhances the hydration of G center dot SAC, evidenced by an increased hydration heat of 180 J/g and a higher degree of slag hydration from 24 % to 79 %. This leads to greater formation of hydrates and a higher polymerization degree of C-S-H, which in turn improves pore structure density and early strength, reaching 38.8 MPa at 3 days. To sum up, a slag fineness similar to 400 m(2)/kg is optimal for engineering applications, offering a balance between performance and economic considerations.
引用
收藏
页数:11
相关论文
共 62 条
[1]  
Amaludin AE, 2023, HighTech and Innovation Journal, V4, P327, DOI [10.28991/hij-2023-04-02-07, 10.28991/HIJ-2023-04-02-07, DOI 10.28991/HIJ-2023-04-02-07]
[2]   Characterization of white Portland cement hydration and the C-S-H structure in the presence of sodium aluminate by 27Al and 29Si MAS NMR spectroscopy [J].
Andersen, MD ;
Jakobsen, HJ ;
Skibsted, J .
CEMENT AND CONCRETE RESEARCH, 2004, 34 (05) :857-868
[3]   Influence of curing temperature on the process of hydration of supersulfated cements at early age [J].
Angulski da Luz, C. ;
Hooton, R. D. .
CEMENT AND CONCRETE RESEARCH, 2015, 77 :69-75
[4]   Early and late hydration of supersulphated cements of blast furnace slag with fluorgypsum [J].
Bazaldua-Medellin, M. E. ;
Fuentes, A. F. ;
Gorokhovsky, A. ;
Escalante-Garcia, J. I. .
MATERIALES DE CONSTRUCCION, 2015, 65 (317) :e043
[5]   Efficient Multi-Composite Cement Made of Granulated Blast Furnace Slag (GBFS) and Flash-calcined Sediment [J].
Benzerzour, Mahfoud ;
Chu, Duc Chinh ;
Amar, Mouhamadou ;
Kleib, Joelle ;
Abriak, Nor-Edine ;
Nadah, Jaouad .
CIVIL ENGINEERING JOURNAL-TEHRAN, 2023, 9 (11) :2649-2671
[6]   Characterization by solid-state NMR and selective dissolution techniques of anhydrous and hydrated CEM V cement pastes [J].
Brunet, F. ;
Charpentier, T. ;
Chao, C. N. ;
Peycelon, H. ;
Nonat, A. .
CEMENT AND CONCRETE RESEARCH, 2010, 40 (02) :208-219
[7]   Supersulfated cements based on pumice with quicklime, anhydrite and hemihydrate: Characterization and environmental impact [J].
Cabrera-Luna, K. ;
Maldonado-Bandala, E. E. ;
Nieves-Mendoza, D. ;
Castro-Borges, P. ;
Perez-Cortes, P. ;
Garcia, J. I. Escalante .
CEMENT & CONCRETE COMPOSITES, 2021, 124
[8]   Mercury porosimetry of hardened cement pastes [J].
Cook, RA ;
Hover, KC .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (06) :933-943
[9]   Durability parameters of three low-carbon concretes (low clinker, alkali-activated slag and supersulfated cement) [J].
Doussang, Lola ;
Samson, Gabriel ;
Deby, Fabrice ;
Huet, Bruno ;
Guillon, Emmanuel ;
Cyr, Martin .
CONSTRUCTION AND BUILDING MATERIALS, 2023, 407
[10]   ACTIVATION OF LOW LIME HIGH ALUMINA GRANULATED BLAST-FURNACE SLAG BY ANHYDRITE [J].
DUTTA, DK ;
BORTHAKUR, PC .
CEMENT AND CONCRETE RESEARCH, 1990, 20 (05) :711-722