Examining the frost resistance of high performance concrete

被引:63
作者
Hale, W. Micah [1 ]
Freyne, Seamus F. [2 ]
Russell, Bruce W. [3 ]
机构
[1] Univ Arkansas, Dept Civil Engn, Fayetteville, AR 72701 USA
[2] Manhattan Coll, Dept Civil & Environm Engn, Bronx, NY 10471 USA
[3] Oklahoma State Univ, Sch Civil Engn, Stillwater, OK 74078 USA
关键词
High performance concrete; Frost resistance; Freeze-thaw; Air entrainment; HIGH-STRENGTH CONCRETE;
D O I
10.1016/j.conbuildmat.2008.04.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The experimental program investigated the need for air entrainment in high performance concrete (HPC). Concrete mixtures with varying water to cementitious material ratios (w/cm) were subjected to ASTM C 666 (Procedure A). The variables for the mixtures were total air content and w/cm. The targeted total air contents for the mixtures were 2% (non-air entraining agent), 4%, and 6%. The w/cm ranged from 0.26 to 0.50. The 56 day compressive strengths varied from 41 to 96 MPa (6000-13,900 psi). The freeze-thaw tests continued until the specimen deteriorated, or until the specimen achieved 300 freeze-thaw cycles. For the materials used in the study, the research results show non-air entrained mixtures with w/cm less than 0.36 can be developed that have adequate frost resistance. The results also show for the mixtures developed in the study that a total air content of 4% is adequate to provide frost resistance for mixtures with a w/cm between 0.36 and 0.50. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:878 / 888
页数:11
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