Effect of Mixture Design Parameters and Wetting-Drying Cycles on Resistance of Concrete to Sulfuric Acid Attack

Author:

Hewayde E.1234,Nehdi M.1234,Allouche E.1234,Nakhla G.1234

Affiliation:

1. Consultant Engineer, AMEC Earth and Environmental. E-mail: esam.hewayde@amec.com

2. Associate Professor, Dept. of Civil and Environmental Engineering, The Univ. of Western Ontario, London ON, Canada N6A 5B9 (corresponding author). E-mail: mnehdi@eng.uwo.ca

3. Assistant Professor, The Univ. of Louisiana Tech. E-mail: Allouche@latech.edu

4. Associate Professor, The Univ. of Western Ontario, London ON, Canada N6A 5B9. E-mail: gnakhla@eng.uwo.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference16 articles.

1. Response of concrete to sulfuric acid attack;Attiogbe K. E.;ACI Mater. J.,1988

2. Council for Scientific and Industrial Research (CSIR). (1959). “Corrosion of concrete sewers.” Series DR12 .

3. Daczko A. Johnson D. A. and Amey S. L. (1997). “Decreasing concrete sewer pipe degradation using admixtures.” J. Mater. Eng. Perform.JMEPEG1059-9495 51–56.

4. Davis J. (1998). “Characterization and modeling of microbialy induced corrosion in concrete sewer pipes.” Ph.D. thesis Univ. of Houston Houston 85–88.

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