DocumentCode
3535894
Title
Chloride ion penetration of high strength high performance concrete
Author
Jeenu, G. ; Vinod, P. ; Mangal, L.
Author_Institution
Dept. of Civil Eng., Coll. of Eng., Trivandrum, India
fYear
2012
fDate
18-20 Dec. 2012
Firstpage
124
Lastpage
129
Abstract
High strength high performance concrete (HPC) represents an important technological innovation which promises to unleash the full potential of the raw materials to produce an ecological concrete for the construction industry. This paper focusses on the chloride ion permeability of HPC mixes with strength greater than 75 N/mm2. The influence of mineral and chemical admixtures on the strength development and chloride ion permeability of high strength HPC is also studied. The investigated mixes were proportioned with aggregates designed for maximum density, using packing density method. The results indicate that unique combinations of micro silica and superplasticiser exist for HPC mixes with negligible to very low chloride ion permeability. Equation for predicting 6 hour conductivity from 1 hour conductivity is also proposed.
Keywords
aggregates (materials); concrete; construction industry; durability; electrical conductivity; ions; mechanical strength; mixtures; permeability; raw materials; aggregate design; chemical admixtures; chloride ion penetration; chloride ion permeability; conductivity; construction industry; ecological concrete; high-strength HPC mixes; high-strength high-performance concrete; maximum density; microsilica; mineral; packing density method; raw materials; superplasticiser; technological innovation; time 1 hour; time 6 hour; Aggregates; Concrete; Conductivity; Correlation; Permeability; Silicon compounds; Chloride ion permeability; Durability; HPC; RCPT;
fLanguage
English
Publisher
ieee
Conference_Titel
Green Technologies (ICGT), 2012 International Conference on
Conference_Location
Trivandrum
Print_ISBN
978-1-4673-2635-3
Type
conf
DOI
10.1109/ICGT.2012.6477959
Filename
6477959
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