High-Volume Fly Ash Concrete with and without Hydrated Lime: Chloride Diffusion Coefficient from Accelerated Test-Reference-Cited by-同舟云学术

High-Volume Fly Ash Concrete with and without Hydrated Lime: Chloride Diffusion Coefficient from Accelerated Test

Published:2013-03 Issue:3 Volume:25 Page:411-418
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Filho J. Hoppe¹,Medeiros M. H. F.²,Pereira E.³,Helene P.⁴,Isaia G. C.⁵

Affiliation:

1. Dept. of Civil Engineering, Federal Univ. of Bahia, Barreiras, Bahia, Brazil.

2. Dept. of Civil Engineering, Federal Univ. of Paraná, Curitiba, Paraná, Brazil; and DCC/UFPR, Centro Politécnico, Jardim das Américas, CEP: 81531-980, Curitiba, Paraná, Brazil (corresponding author).

3. Dept. of Civil Engineering, Federal Univ. of Paraná, Curitiba, Paraná, Brazil.

4. Dept. of Civil Construction Engineering, Univ. of São Paulo, São Paulo, Brazil.

5. Structures and Civil Construction Dept., Federal Univ. of Santa Maria, Santa Maria, Rio Grande do Sul, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000596

Reference28 articles.

1. Effects of curing conditions on properties of concrete using slag replacement

2. Calculation of chloride diffusion coefficients in concrete from ionic migration measurements

3. Relation between colourimetric chloride penetration depth and charge passed in migration tests of the type of standard ASTM C1202-91

4. Associação Brasilieira de Normas Tecnicas. (1991). “Cimento Portland de alta resistência inicial.” ABNT NBR 5733-91 Rio de Janeiro Brazil.

5. ASTM. (2005). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” C1202-05 West Conshohocken PA.

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