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dc.contributor.author태성호-
dc.date.accessioned2018-02-22T04:36:38Z-
dc.date.available2018-02-22T04:36:38Z-
dc.date.issued2015-09-
dc.identifier.citationJOURNAL OF CLEANER PRODUCTION, v. 103, Page. 774-783en_US
dc.identifier.issn0959-6526-
dc.identifier.issn1879-1786-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S095965261400239X-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/39527-
dc.description.abstractThe present study examined the effectiveness of supplementary cementitious materials (SCMs) such as ground granulated blast-furnace slag (GGBS), fly ash (FA), and silica fume (SF), in reducing CO2 emissions from ordinary Portland cement (OPC) concrete. This was done by assembling and analyzing a comprehensive database including 5294 laboratory concrete mixes and 3915 plant mixes. The database covered extensive ranges of compressive strength (8-170 MPa) and substitution levels (3-80% for GGBS, 3-70% for FA, and 3-40% for SF). The system studied for CO2 assessment of concrete based on Korean lifecycle inventory was from cradle to preconstruction, which includes consistent materials, transportation and production phases. The unit binder content and CO2 emissions of concrete in developing the unit strength (1 MPa) were identified using the binder intensity and CO2 intensity, respectively. The value of the CO2 intensity decreased sharply as the substitution level of the SCMs increased up to approximately 15-20%, beyond which the rate of decrease gradually slowed. Overall, the binder and CO2 intensities could be formulated as a function of the individual substitution level of each SCM. The proposed equations hold considerable promise as a guideline for the straightforward determination of (1) the total CO2 emission for a given concrete mix proportion, (2) the unit binder content for a targeted compressive strength, and (3) the type and substitution level of SCMs for a designed strength and targeted CO2 reduction rate. (C) 2014 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipThis research was supported by a Grant (12CCTI-C063722-01) from Construction Technology Innovation Program (CTIP) funded by Ministry of Land, Infrastructure, and Transport of Korean Government.en_US
dc.language.isoen_USen_US
dc.publisherELSEVIER SCI LTDen_US
dc.subjectCO2en_US
dc.subjectSupplementary cementitious materialsen_US
dc.subjectUnit binder contenten_US
dc.subjectCompressive strengthen_US
dc.subjectCEMENTSen_US
dc.titleEffect of supplementary cementitious materials on reduction of CO2 emissions from concreteen_US
dc.typeArticleen_US
dc.relation.volume103-
dc.identifier.doi10.1016/j.jclepro.2014.03.018-
dc.relation.page774-783-
dc.relation.journalJOURNAL OF CLEANER PRODUCTION-
dc.contributor.googleauthorYang, Keun-Hyeok-
dc.contributor.googleauthorJung, Yeon-Back-
dc.contributor.googleauthorCho, Myung-Sug-
dc.contributor.googleauthorTae, Sung-Ho-
dc.relation.code2015009940-
dc.sector.campusE-
dc.sector.daehakCOLLEGE OF ENGINEERING SCIENCES[E]-
dc.sector.departmentDIVISION OF ARCHITECTURE-
dc.identifier.pidjnb55-
Appears in Collections:
COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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