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논문 기본 정보

자료유형
학술저널
저자정보
Djamila, Boukhelkhal (Geomaterials Laboratory, Department of Civil Engineering, University of Blida) Othmane, Boukendakdji (LME Laboratory, University of Medea) Said, Kenai (Geomaterials Laboratory, Department of Civil Engineering, University of Blida) El-Hadj, Kadri (L2MGC Laboratory, University of Cergy Pontoise)
저널정보
테크노프레스 Advances in concrete construction Advances in concrete construction 제6권 제1호
발행연도
2018.1
수록면
69 - 85 (17page)

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In order to provide sufficient stability and resistance against bleeding and segregation during transportation and placing, mineral admixtures are often used in self-compacting concrete mixes (SCC). These fine materials also contribute to reducing the construction cost and the consumption of natural resources. Many studies have confirmed the benefits of these mineral admixtures on properties of SCC in standard curing conditions. However, there are few published reports regarding their effects at elevated curing temperatures. The main objective of this study is to investigate the effect of three different mineral admixtures namely limestone powder (LP), granulated blast furnace slag (GS) and natural pozzolana (PZ) on mechanical properties and porosity of SCC when exposed to different curing temperatures (20, 40, 60 and $80^{\circ}C$). The level of substitution of cement by mineral admixture was fixed at 15%. The results showed that increasing curing temperature causes an improvement in performance at an early age without penalizing its long-term properties. However the temperature of $40^{\circ}C$ is considered the optimal curing temperature to make economical and high performance SCC. On the other hand, GS is the most suitable mineral admixture for SCC under elevated curing temperature.

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