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摘要:
This study focuses on developing pervious concrete mixtures that have higher compressive strengths than conventional pervious concrete. This study also focuses on producing high strength pervious concrete that is also made with locally available materials. The study focused on four aspects of pervious concrete to produce high compressive strengths. These parameters were the effect of the coarse aggregate (type and size), the compaction of the test specimens, the effect of the w/c along with superplasticizers, and lastly the effect of silica fume. This study was completed parametrically in order to isolate each variable in order to see its individual affect. Once an optimum performance was obtained from one variable the best performing mixture was used for the next variable testing. This method allowed for the highest performing mixture to be obtained from each of the investigated variables. The results showed that high strength pervious concrete made with local aggregates, without polymers, and without fibers can be produced in the range of 15.44 MPa - 21.63 MPa. A porosity range 19.1% - 32.9% with a percolation rate range of 5.8 mm/s - 1.9 mm/s was also achieved, with a porosity of 19.4% and percolation rate of 2.6 mm/s for the highest performing mixture.
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篇名 Developing High Strength Pervious Concrete Mixtures with Local Materials
来源期刊 材料科学与化学工程(英文) 学科 工学
关键词 Pervious Concrete High STRENGTH COMPRESSIVE STRENGTH Local Materials SUSTAINABLE
年,卷(期) 2020,(1) 所属期刊栏目
研究方向 页码范围 20-34
页数 15页 分类号 TU5
字数 语种
DOI
五维指标
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节点文献
Pervious
Concrete
High
STRENGTH
COMPRESSIVE
STRENGTH
Local
Materials
SUSTAINABLE
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
材料科学与化学工程(英文)
季刊
2327-6045
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)
489
总下载数(次)
0
总被引数(次)
0
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