DocumentCode
3240594
Title
Designing of high performance permeable concrete mixture proportion
Author
Li, Zicheng ; Zhang, Aiju ; Zhou, Minjuan ; Xiang, Huiqiang ; Liu, Liangjun ; Qiu, Shuheng
Author_Institution
Dept. of Archit., Shijiazhuang Inst. of Railway Technol., Shijiazhuang, China
fYear
2011
fDate
22-24 April 2011
Firstpage
2093
Lastpage
2095
Abstract
The influence of the gradation of coarse aggregate, mass ratio of coarse aggregate to cement and mass ratio of water to cement on the permeation coefficient and compressive strength of permeable concrete by using a orthogonal design method were investigated. The results showed that the mass ratio of coarse aggregate to cement was the key factor affecting permeation coefficient and compressive strength of permeable concrete. The more mass ratio of coarse aggregate to cement is, the thinner surrounding thickness of cement slurry, the more permeability coefficient and the less compressive strength is. And the optimal mixture proportion of high performance permeable concrete was obtained by orthogonal design method.
Keywords
aggregates (materials); cements (building materials); compressive strength; concrete; mixing; permeability; cement slurry surrounding thickness; coarse aggregate gradation; compressive strength; high performance permeable concrete mixture proportion; optimal mixture proportion; orthogonal design method; permeation coefficient; water; Aggregates; Chemical engineering; Concrete; Design methodology; Permeability; Water conservation; compressive strength; mixture proportion; permeable concrete; permeation coefficient;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775454
Filename
5775454
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