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dc.contributor.author김태수-
dc.date.accessioned2024-04-01T00:32:21Z-
dc.date.available2024-04-01T00:32:21Z-
dc.date.issued2024-03-08-
dc.identifier.citationDEVELOPMENTS IN THE BUILT ENVIRONMENTen_US
dc.identifier.issn2666-1659en_US
dc.identifier.urihttps://information.hanyang.ac.kr/#/eds/detail?an=S266616592400084X&dbId=edselpen_US
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/189513-
dc.description.abstractIn this research, the effects of biochar on the evolutions of the LC3 ’s residual compressive strength, cracking, and ultrasonic pulse velocity were investigated after being heated to 300, 550, and 900 ◦C. The novelty of this study lies in the dual effect of adapting to climate change while optimizing high temperature resistance by encapsulating biochar in LC3 . Moreover, an experimental design that applies multiple analytical methods and macromicro mutual verification. The compositional changes in the hydration products and interface microstructure were analyzed in detail. The results showed that biochar increased the residual compressive strengths and curbed the crack’s development. Especially at 900 ◦C, 1% and 2% of biochar increased its strength by 14.86% and 27.55%, respectively. These improvements may be closely related to the porous structure of biochar. The results of this study provide a valuable reference for the high temperature resistance of LC3 and help to deepen its understanding.en_US
dc.description.sponsorshipThis research was supported by a National Research Foundation of Korea (NRF) grant funded by the Korean Government (MSIT) (No. RS2023-00208720) and Yunnan Fundamental Research Projects (Grant No.202201BE070001-010). Yi-Sheng Wang thanks the China Scholarship Council (CSC) for financial support (No. 202308260012).en_US
dc.publisherELSEVIERen_US
dc.relation.ispartofseries18(2024);100403-100415-
dc.subjectLimestone-calcined clay cement (LC3 )en_US
dc.subjectHigh temperatureen_US
dc.subjectBiocharen_US
dc.subjectRefractoryen_US
dc.subjectCracken_US
dc.titleImproved high-temperature resistance of limestone calcined clay cementen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.dibe.2024.100403en_US
dc.relation.page100403-100415-
dc.relation.journalDEVELOPMENTS IN THE BUILT ENVIRONMENT-
dc.contributor.googleauthorWang, Yi-Sheng-
dc.contributor.googleauthorKim, TaeSoo-
dc.contributor.googleauthorLin, Run-sheng-
dc.contributor.googleauthorLi, Jiabin-
dc.contributor.googleauthorWang, Xiao-Yong-
dc.relation.code2024004983-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentSCHOOL OF ARCHITECTURE-
dc.identifier.pidtskim0709-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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