Sulfate Attack on Concrete: Effect of Partial Immersion-Reference-Cited by-同舟云学术

Sulfate Attack on Concrete: Effect of Partial Immersion

Author:

Hartell Julie Ann¹²³,Boyd Andrew J.¹²³,Ferraro Christopher C.¹²³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McGill Univ., 817 Sherbrooke Street West, Montreal, QC, H3A 2K6, Canada (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, McGill Univ.

3. Ph.D. Candidate, Dept. of Civil and Coastal Engineering, Univ. of Florida.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference17 articles.

1. ASTM. (2004a). “Standard test method for length change of hydraulic-cement mortars exposed to a sulfate solution.” C1012 West Conshohocken PA.

2. ASTM. (2004b). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496 West Conshohocken PA.

3. ASTM. (2007). “Standard practice for making and curing concrete test specimens in the laboratory.” C192/-07 West Conshohocken PA.

4. ASTM. (2009). “Standard test method for compressive strength of cylindrical concrete specimens.” C39 West Conshohocken PA.

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