The use of tension testing to investigate the effect of W/C ratio and cement type on the resistance of concrete to sulfate attack

被引:43
作者
Boyd, AJ
Mindess, S
机构
[1] Univ British Columbia, Dept Civil Engn, Vancouver, BC V6T 1Z4, Canada
[2] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL 32611 USA
关键词
sulfate attack; tensile strength; sulfate-resistant cement;
D O I
10.1016/j.cemconres.2003.08.010
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete specimens were cast and partially immersed in a sulfate solution for varying periods of time up to 1 year. The effects of water/ cement ratio (0.45 and 0.65) and cement type (ordinary and sulfate resistant) were investigated. Concrete performance was evaluated based on compressive strength and tensile strength, which was measured with the pressure tension test. Results indicated that water/cement ratio had a greater influence on the resistance of the concretes to sulfate attack than did cement type. The pressure tension test appeared to be more sensitive than the compressive strength test in detecting internal damage; particularly at early ages. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:373 / 377
页数:5
相关论文
共 6 条
[1]  
Boyd A., 2001, HIRD INT C CONCR SEV, P789
[2]  
BOYD AJ, 1993, CAN CIV ENG, V10, P11
[3]  
BREMNER TW, 1998, P STUCT ENG WORLD WI
[4]  
BREMNER TW, 1996, P ALK AGGR REACT CON, P311
[5]  
*CAN PORTL CEM ASS, 1991, DES CONTR CONCR MIXT
[6]  
CLAYTON N, 1979, DEV CONCRETE TECHNOL, V1, P283