Application of Gray Relational Analysis for Chloride Permeability and Freeze-Thaw Resistance of High-Performance Concrete Containing Nanoparticles-Reference-Cited by-同舟云学术

Application of Gray Relational Analysis for Chloride Permeability and Freeze-Thaw Resistance of High-Performance Concrete Containing Nanoparticles

Published:2011-12 Issue:12 Volume:23 Page:1760-1763
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zhang Peng¹²³,Liu Chenhui¹²³,Li Qingfu¹²³

Affiliation:

1. Associate Professor, Dept. of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, P. R. China (corresponding author).

2. Senior Engineer, Dept. of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, P. R. China.

3. Professor, Dept. of Water Conservancy and Environmental Engineering, Zhengzhou Univ., Zhengzhou 450001, P. R. China.

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.1943-5533.0000332

Reference20 articles.

1. ASTM. (1997a). “Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration.” C1202 West Conshohocken PA.

2. ASTM. (1997b). “Standard test method for resistance of concrete to rapid freezing and thawing.” C666 West Conshohocken PA.

3. Grey relational analysis on serum markers of liver fibrosis;Chen Y. K.;J. Grey Syst.,1995

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