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摘要:
This paper compared the rheological properties and compressive strengths of self-compacting concrete (SCC) and conventional cement concrete. The flowability and segregation resistance of freshly mixed concrete specimens were examined by the V-funnel apparatus, while the characteristics of passing ability were investigated with the L-box apparatus. Cylindrical concrete specimens of 100 mm diameter × 200 mm length were investigated for compressive strength. The rheological properties of SCC are incomparable with those of the conventional concrete due to their diverse testing methods and characteristics of individual flow. The compressive strength results of hardened concrete showed that SCC gained strength slowly compared to the conventional cement concrete due to the presence of admixtures and its 28 days strength was lower than conventional cement concrete, but SCC eventually had potentials of higher strength beyond 90 days. Finally, the effect of water-cement ratio on the plastic properties of self-compacting concrete was quite negligible compared to conventional concrete.
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篇名 Evaluation of Fresh and Hardened Properties of Self-Compacting Concrete
来源期刊 土木工程期刊(英文) 学科 医学
关键词 CONCRETE SELF-COMPACTING CONCRETE V-Funnel L-Box Density COMPRESSIVE Strength
年,卷(期) tmgcqkyw_2015,(1) 所属期刊栏目
研究方向 页码范围 1-7
页数 7页 分类号 R73
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节点文献
CONCRETE
SELF-COMPACTING
CONCRETE
V-Funnel
L-Box
Density
COMPRESSIVE
Strength
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研究去脉
引文网络交叉学科
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期刊影响力
土木工程期刊(英文)
季刊
2164-3164
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
289
总下载数(次)
1
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