Comparison of Two Methods to Assess the Resistance of Concrete to Chloride Ion Penetration-Reference-Cited by-同舟云学术

Comparison of Two Methods to Assess the Resistance of Concrete to Chloride Ion Penetration

Published:2014-04 Issue:4 Volume:26 Page:698-704
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Ryan Eric¹,Burdette Edwin²,Ankabrandt Ryan³,Nidiffer Robert⁴,Buchanan Brian⁵

Affiliation:

1. Project Engineer, Vertex Construction Services, 400 Libbey Parkway, Weymouth, MA 02189.

2. Fred N. Peebles Professor of Civil Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010 (corresponding author).

3. 1204 Lambeth Place, Kingsport, TN 37660, formerly; Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Tennessee, Knoxville, TN 37996-2010.

4. Structural Engineer, Tennessee Valley Authority, 7064 Ely Ford Place, Hixon, TN 37343.

5. Structural Engineer, CH2MHill, Oak Ridge, TN.

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.1943-5533.0000844

Reference28 articles.

1. AASHTO. (2011). “Standard method of test for surface resistivity indication of concrete’s ability to resist chloride ion penetration.” AASHTO TP 95-11 Washington DC.

2. Parameters affecting rapid chloride permeability testing;Abou-Zeid M.;Concr. Int.,2003

3. American Concrete Institute (ACI). (2001). “Guide to durable concrete.” ACI 201.2R-01 Farmington Hills MI.

4. ASTM. (2002). “Standard test method for determining the penetration of chloride ion into concrete by ponding.” C1543 West Conshohocken PA.

5. ASTM. (2007). “Standard terminology relating to hydraulic cement.” C219 West Conshohocken PA.

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