Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/39158
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dc.contributor.authorHuynh, Trong Phuoc-
dc.contributor.authorBui, Phuc Huynh-
dc.contributor.authorLe, Thi Anh Hong-
dc.contributor.authorPhan, Huy Phuong-
dc.date.accessioned2020-11-10T03:22:07Z-
dc.date.available2020-11-10T03:22:07Z-
dc.date.issued2020-
dc.identifier.issn0866-8762-
dc.identifier.urihttps://dspace.ctu.edu.vn/jspui/handle/123456789/39158-
dc.description.abstractThe effect of the replacement of Portland cement by ground granulated blast-furnace slag (GGBFS) on the performance of fme-grained concrete (FGC) was evaluated in this study. A densified mixture design algorithm (DMDA) was used to design the FGC mixture proportions, in which GGBFS was used to partially replace cement bv 0 - 50% (with an interval of 10%). The performance of the FGC was evaluated in both fresh and hardened stages. Test results show that the FGC exhibited good workability with slump values in the ranges of 25 - 27 cm. In addition, the replacement of cement by GGBFS slightly affected the unit weight of the fresh FGC mixtures and provided a positive effect in significantly reducing the drying shrinkage of the concrete.vi_VN
dc.language.isoenvi_VN
dc.relation.ispartofseriesTạp chí Xây dựng Việt Nam;No. 627 .- P.256-262-
dc.subjectFine-grained concretevi_VN
dc.subjectGround granulated blast-furnace slagvi_VN
dc.subjectWork abilityvi_VN
dc.subjectCompressive strengthvi_VN
dc.subjectDrying shrinkagevi_VN
dc.titleEffect of ground granulated blast-furnace slag as a cement substitution on the performance of fine-grained concretevi_VN
dc.typeArticlevi_VN
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