Amanuel Bersisa , Ki-Yeon Moon , G.M. Kim , Jin-Sang Cho , Solmoi Park
{"title":"Microstructural characterization of CO2-cured calcium silicate cement","authors":"Amanuel Bersisa , Ki-Yeon Moon , G.M. Kim , Jin-Sang Cho , Solmoi Park","doi":"10.1016/j.dibe.2024.100518","DOIUrl":null,"url":null,"abstract":"<div><p>Calcium silicate cement (CSC) is a non-hydraulic cement that solidifies in moist conditions with CO<sub>2</sub> curing. To contribute to the standardization of CSC, the material has been produced locally, and the microstructural characterization of the carbonation products of CSC samples with water-to-cement (W/C) ratios of 0.35, 0.4 and 0.45 at 10% CO<sub>2</sub> concentration using XRD, <sup>29</sup>Si MAS NMR, <sup>1</sup>H NMR and compressive strength tests. CSC primarily consists of Q<sup>0</sup>, Q<sup>1</sup> and Q<sup>2</sup> silica species, among which β-C<sub>2</sub>S and β-CS exhibit higher reactivity to CO<sub>2</sub> curing. The obtained results confirm the presence of calcite and amorphous phases as the main carbonation products, which become more prominent with an elapse in CO<sub>2</sub> curing. The CO<sub>2</sub> uptake of CSC samples with a W/C ratio of 0.45 was 8 g per 100 g binder, although a higher W/C ratio induced a relatively larger capillary and gel pore width, consequently reducing the strength of CSC.</p></div>","PeriodicalId":34137,"journal":{"name":"Developments in the Built Environment","volume":"19 ","pages":"Article 100518"},"PeriodicalIF":6.2000,"publicationDate":"2024-08-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2666165924001996/pdfft?md5=4135ac542b588e3df9059bf3d6cdf85d&pid=1-s2.0-S2666165924001996-main.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Developments in the Built Environment","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666165924001996","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"CONSTRUCTION & BUILDING TECHNOLOGY","Score":null,"Total":0}
引用次数: 0
Abstract
Calcium silicate cement (CSC) is a non-hydraulic cement that solidifies in moist conditions with CO2 curing. To contribute to the standardization of CSC, the material has been produced locally, and the microstructural characterization of the carbonation products of CSC samples with water-to-cement (W/C) ratios of 0.35, 0.4 and 0.45 at 10% CO2 concentration using XRD, 29Si MAS NMR, 1H NMR and compressive strength tests. CSC primarily consists of Q0, Q1 and Q2 silica species, among which β-C2S and β-CS exhibit higher reactivity to CO2 curing. The obtained results confirm the presence of calcite and amorphous phases as the main carbonation products, which become more prominent with an elapse in CO2 curing. The CO2 uptake of CSC samples with a W/C ratio of 0.45 was 8 g per 100 g binder, although a higher W/C ratio induced a relatively larger capillary and gel pore width, consequently reducing the strength of CSC.
期刊介绍:
Developments in the Built Environment (DIBE) is a recently established peer-reviewed gold open access journal, ensuring that all accepted articles are permanently and freely accessible. Focused on civil engineering and the built environment, DIBE publishes original papers and short communications. Encompassing topics such as construction materials and building sustainability, the journal adopts a holistic approach with the aim of benefiting the community.