Multi-Approaches to Improve Internally Cured Concrete for Rigid Pavement Application

被引:0
|
作者
Han, Sangyoung [1 ]
Subgranon, Thanachart [2 ]
Chung, Hung -Wen [3 ]
Kim, Kukjoo [4 ]
Tia, Mang [5 ]
机构
[1] Dong A Univ, Dept ICT Integrated Ocean Smart City Engn, Busan, South Korea
[2] Fugro, Houston, TX USA
[3] ECS Florida LLC, Gainesville satellite Off, Gainesville, FL USA
[4] Minist Natl Def, Def Installat Agcy, Seoul, South Korea
[5] Univ Florida, Gainesville, FL USA
关键词
critical stress analysis; full-scale test slabs; internally cured concrete (ICC); optimized aggregate gradation (OAG); polymeric microfi- bers (PMFs); shrinkage-reducing admixture (SRA); SHRINKAGE-REDUCING ADMIXTURES; LIGHTWEIGHT AGGREGATE; REINFORCED-CONCRETE; VOLUME; PERFORMANCE;
D O I
10.14359/51740564
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A comprehensive laboratory testing program, field-testing program, numerical analysis, and life -cycle cost analysis were conducted to evaluate the beneficial effects of incorporating shrinkage -reducing admixture (SRA), polymeric microfibers (PMFs), and optimized aggregate gradation (OAG) into internally cured concrete (ICC) mixtures for rigid pavement applications. Results from the laboratory program indicate that all the ICC mixtures outperformed the standard concrete (SC) mixture. All the ICC mixtures showed a decrease in drying shrinkage compared to the SC mixture. Based on the laboratory program, three ICC mixtures and one SC mixture were selected for the full-scale test and subjected to a heavy vehicle simulator for accelerated fatigue testing. Extensive testing and analysis have shown that ICC mixtures incorporating SRA, PMFs, and OAG can be beneficially used in pavement applications to achieve increased pavement life.
引用
收藏
页码:29 / 42
页数:14
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