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Optimizing gypsum content in Portland limestone cement with ground granulated blast furnace slag
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Kim, Yeonwoo | - |
| dc.contributor.author | Im, Sumin | - |
| dc.contributor.author | Cho, Seongmin | - |
| dc.contributor.author | Suh, Heongwon | - |
| dc.contributor.author | Sim, Sungwon | - |
| dc.contributor.author | Yang, Jihwan | - |
| dc.contributor.author | Bae, Sungchul | - |
| dc.date.accessioned | 2026-04-02T05:30:15Z | - |
| dc.date.available | 2026-04-02T05:30:15Z | - |
| dc.date.issued | 2026-04 | - |
| dc.identifier.issn | 0950-0618 | - |
| dc.identifier.issn | 1879-0526 | - |
| dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/211897 | - |
| dc.description.abstract | This study aimed to identify the optimum gypsum content and elucidate its effects on the physicochemical properties of Portland limestone cement (PLC) incorporating ground-granulated blast-furnace slag (GGBFS). As the gypsum content increased, the C3A reaction was retarded during the first 72 h, producing a clear separation of C3S hydration peaks. Partial replacement with limestone at 15 wt% and GGBFS at 20, 40 wt% reduced the clinker fraction of the binder, and consequently, the cumulative heat release. Higher compressive strengths were observed for OPC and PLC pastes with 5 wt% gypsum, which reflected these early-age hydration differences, whereas slag-bearing pastes with 20% and 40% GGBFS (S20, S40) peaked at 3 wt%. Therefore, gypsum dosage acts as an important control variable for hydration reactions and the resultant physicochemical properties of PLC–slag cement systems. | - |
| dc.format.extent | 17 | - |
| dc.language | 영어 | - |
| dc.language.iso | ENG | - |
| dc.publisher | Elsevier Ltd | - |
| dc.title | Optimizing gypsum content in Portland limestone cement with ground granulated blast furnace slag | - |
| dc.type | Article | - |
| dc.publisher.location | 영국 | - |
| dc.identifier.doi | 10.1016/j.conbuildmat.2026.146007 | - |
| dc.identifier.scopusid | 2-s2.0-105033074904 | - |
| dc.identifier.wosid | 001723694500001 | - |
| dc.identifier.bibliographicCitation | Construction and Building Materials, v.520, pp 1 - 17 | - |
| dc.citation.title | Construction and Building Materials | - |
| dc.citation.volume | 520 | - |
| dc.citation.startPage | 1 | - |
| dc.citation.endPage | 17 | - |
| dc.type.docType | Article | - |
| dc.description.isOpenAccess | N | - |
| dc.description.journalRegisteredClass | scie | - |
| dc.description.journalRegisteredClass | scopus | - |
| dc.relation.journalResearchArea | Construction & Building Technology | - |
| dc.relation.journalResearchArea | Engineering | - |
| dc.relation.journalResearchArea | Materials Science | - |
| dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
| dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
| dc.relation.journalWebOfScienceCategory | Materials Science, Multidisciplinary | - |
| dc.subject.keywordPlus | HYDRATION | - |
| dc.subject.keywordPlus | TEMPERATURE | - |
| dc.subject.keywordPlus | STRENGTH | - |
| dc.subject.keywordPlus | MICROSTRUCTURE | - |
| dc.subject.keywordPlus | BLENDS | - |
| dc.subject.keywordAuthor | Calcium sulfate dihydrate | - |
| dc.subject.keywordAuthor | Ground granulated blast-furnace slag | - |
| dc.subject.keywordAuthor | Optimization | - |
| dc.subject.keywordAuthor | Portland limestone cement | - |
| dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S095006182600913X?via%3Dihub | - |
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