Horizontal cracking of continuously reinforced concrete pavement under environmental loadings

被引:33
作者
Choi, Seongcheol [1 ]
Ha, Soojun [2 ]
Won, Moon C. [3 ]
机构
[1] Univ Texas El Paso, Dept Civil Engn, El Paso, TX 79968 USA
[2] Univ Texas Austin, Ctr Transportat Res, Austin, TX 78712 USA
[3] Texas Tech Univ 10th & Akron, Dept Civil & Environm Engn, Lubbock, TX 79409 USA
关键词
Continuously reinforced concrete pavement; Environmental loadings; Horizontal cracking;
D O I
10.1016/j.conbuildmat.2011.04.069
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The objective of this study is to identify the mechanisms and associated variables of horizontal cracking in continuously reinforced concrete pavement (CRCP) and to develop mitigation methodologies. To this end, the laboratory and field testing were carried out. The behavior of CRCP at relatively early ages under environmental loadings was measured and compared with numerical analysis. The effect of factors related to design, materials, and construction on the horizontal cracking potential was evaluated through the comprehensive numerical analysis. It is expected that this study could help develop or improve design standards and/or material or construction specifications to prevent distress from horizontal cracking in CRCP. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:4250 / 4262
页数:13
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