{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1362825894129316480.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1016/j.cemconres.2017.08.017"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0008884617302454?httpAccept=text/xml"}},{"identifier":{"@type":"URI","@value":"https://api.elsevier.com/content/article/PII:S0008884617302454?httpAccept=text/plain"}}],"dc:title":[{"@value":"Calcined clay limestone cements (LC3)"}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1382825894129316481","@type":"Researcher","foaf:name":[{"@value":"Karen Scrivener"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825894129316480","@type":"Researcher","foaf:name":[{"@value":"Fernando Martirena"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825894129316482","@type":"Researcher","foaf:name":[{"@value":"Shashank Bishnoi"}]},{"@id":"https://cir.nii.ac.jp/crid/1382825894129316483","@type":"Researcher","foaf:name":[{"@value":"Soumen Maity"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00088846"}],"prism:publicationName":[{"@value":"Cement and Concrete Research"}],"dc:publisher":[{"@value":"Elsevier BV"}],"prism:publicationDate":"2018-12","prism:volume":"114","prism:startingPage":"49","prism:endingPage":"56"},"reviewed":"false","dc:rights":["https://www.elsevier.com/tdm/userlicense/1.0/","https://www.elsevier.com/legal/tdmrep-license"],"url":[{"@id":"https://api.elsevier.com/content/article/PII:S0008884617302454?httpAccept=text/xml"},{"@id":"https://api.elsevier.com/content/article/PII:S0008884617302454?httpAccept=text/plain"}],"createdAt":"2017-11-21","modifiedAt":"2025-09-13","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/1360302865733105408","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Feasible supply of steel and cement within a carbon budget is likely to fall short of expected global demand"}]},{"@id":"https://cir.nii.ac.jp/crid/1361131416678254464","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Alkali-silica reaction (ASR) in the alkali-activated cement (AAC) system: A state-of-the-art review"}]},{"@id":"https://cir.nii.ac.jp/crid/1390014115883515264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Wet-carbonation-based Mineral Extraction and CO<sub>2</sub> Sequestration Using Concrete Waste Fines at a Low Temperature"}]},{"@id":"https://cir.nii.ac.jp/crid/1390014128337453184","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"THE DESIGN OF NEW CEMENTITIOUS MATERIALS USING CALCINED ALLOPHANE"},{"@language":"ja","@value":"煆焼アロフェンを用いた新たなセメント系材料の設計"}]},{"@id":"https://cir.nii.ac.jp/crid/1390014128337474816","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EFFECT OF Al ON THE STRUCTURE AND CYCLE OF C-S-H IN RECYCLABLE CEMENT"},{"@language":"ja","@value":"高Ca/Si比のC-S-Hの構造と再生可能セメントのサイクルに及ぼすAlの影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390015719774484864","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Pozzolanic Reaction of Carbonated Wollastonite Clinker"}]},{"@id":"https://cir.nii.ac.jp/crid/1390017611481817728","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Global Cement and Concrete Industry Decarbonization Trends"},{"@language":"ja","@value":"世界のセメント・コンクリート業界の脱炭素動向"}]},{"@id":"https://cir.nii.ac.jp/crid/1390294208468935808","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Effects of Particle Size Distribution on the Performance of Calcium Carbonate Concrete"}]},{"@id":"https://cir.nii.ac.jp/crid/1390295603314138752","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"THE EFFECT OF SODIUM HYDROXIDE SOLUTION CONCENTRATION ON CLAY-ALITE HYDRATION PRODUCTS"},{"@language":"ja","@value":"水酸化ナトリウム水溶液の濃度が粘土-エーライト系水和生成物に及ぼす影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390302172849397376","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Thermo-Mechano-Chemo Dynamics of Clay’s Reactivity and its Correlation with Limestone Calcined Clay Cement (LC<sup>3</sup>) Performance"}]},{"@id":"https://cir.nii.ac.jp/crid/1390573242773572736","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"STUDIES ON HYDRATION OF ALITE-CALCINED KAOLINITE SYSTEM"},{"@language":"ja","@value":"エーライト─煆焼カオリナイト系の水和反応に関する検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390573242779142016","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"BASIC STUDY ON NUCLEATION SEEDING OF HIGH C/S RATIO C-S-H HYDRATED WITH HIGHLY REACTIVE <i>β</i>-C<sub>2</sub>S SYNTHESIZED BY COMPLEX POLYMERIZATION METHOD"},{"@language":"ja","@value":"錯体重合法を用いて合成した高活性<i>β</i>-C<sub>2</sub>Sを水和した高C/S比C-S-Hによる造核効果に関する基礎的検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390574743625508480","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Carbon Neutralization in Concrete from Life Cycle Perspective"},{"@language":"ja","@value":"コンクリートのライフサイクルを通じたカーボンニュートラル化"}]},{"@id":"https://cir.nii.ac.jp/crid/1390581148791451264","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"EFFECT OF CALCIUM SULFOALUMINATE-BASED EARLY STRENGTH ADDITIVE ON STRENGTH DEVELOPMENT OF MORTAR USING GROUND GRANULATED BLAST-FURNACE SLAG"},{"@language":"ja","@value":"高炉スラグ微粉末を使用したモルタルの強度発現性に及ぼすカルシウムサルホアルミネート系早強材の影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390581148791475584","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"APPLICATION OF CALCINED CLAY CONTAINING ALLOPHANE AND HALLOYSITE AS A SUPPLYMENTARY CEMENTIOUS MATERIALS"},{"@language":"ja","@value":"アロフェン及びハロイサイトを含む煆焼粘土のセメント混和材への適用検討"}]},{"@id":"https://cir.nii.ac.jp/crid/1390858553267527552","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"THE EFFECT OF VARYING ADDITION RATES AND CARBONATION OF HIGH Ca/Si RATIO C-S-H SYNTHESIZED BY COMPLEX POLYMERIZATION METHOD ON THE NUCLEATION SEEDING"},{"@language":"ja","@value":"錯体重合法を用いて合成した高Ca/Si比C-S-Hの添加率の変化と炭酸化が造核効果に及ぼす影響"}]},{"@id":"https://cir.nii.ac.jp/crid/1390869622213424896","@type":"Article","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@language":"en","@value":"Clay Mineralogy and its Role in Advancing Limestone Calcined Clay Cement (LC<sup>3</sup>): A Comprehensive Review with Scientometric Analysis"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1016/j.cemconres.2017.08.017"},{"@type":"CROSSREF","@value":"10.3151/jact.20.691_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3985/mcwmr.34.381_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.77.550_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.1016/j.conbuildmat.2020.119105_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3151/jact.21.166_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3151/coj.59.9_730_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3151/jact.21.631_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.1038/s41467-023-43684-3_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.75.42_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.75.419_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3151/jact.22.689_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.76.171_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.76.537_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.76.545_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.76.561_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.14250/cement.77.206_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"},{"@type":"CROSSREF","@value":"10.3151/jact.23.596_references_DOI_QTv9w460IR6zqCfqds6z5ttkMjC"}]}