Water Transport in Concrete Damaged by Tensile Loading and Freeze–Thaw Cycling-Reference-Cited by-同舟云学术

Water Transport in Concrete Damaged by Tensile Loading and Freeze–Thaw Cycling

Published:2006-06 Issue:3 Volume:18 Page:424-434
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Yang Zhifu¹²³,Weiss W. Jason¹²³,Olek Jan¹²³

Affiliation:

1. Graduate Research Assistant, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.

2. Associate Professor, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author).

3. Professor, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907.

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%290899-1561%282006%2918%3A3%28424%29

Reference45 articles.

1. Aldea C.-M. Shah S. P. and Karr A. (1999a). “Effect of microcracking on durability of high-strength concrete.” Transportation Research Record. 1668 Transportation Research Board Washington D.C. 86–90.

2. Permeability of cracked concrete

3. ASTM. (1997). “Standard test method for air content of freshly mixed concrete by the pressure method.” ASTM C231 West Conshohocken Pa.

4. ASTM. (1998). “Standard test method for microscopical determination of parameters of the air void system in hardened concrete.” ASTM C457 West Conshohocken Pa.

5. ASTM. (2000). “Standard test method for slump of hydraulic-cement concrete.” ASTM C143/C-143 M West Conshohocken Pa.

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