Performance of Steel Fiber Concrete as Rigid Pavement

被引:3
|
作者
Latifa, Eva Azhra [1 ]
Aguswari, Robby [1 ]
Wardoyo, Puspito Hadi [1 ]
机构
[1] State Polytech Jakarta, Dept Civil Engn, Jakarta 16425, Indonesia
关键词
compressive strength; flexural strength; flexural toughness; steel fibers; young modulus;
D O I
10.4028/www.scientific.net/AMR.723.452
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The concrete as surface pavement is more durable than asphalt pavement, while requiring less maintenance and having longer life. This paper discusses about the benefits of rigid pavements utilizing steel fiber upon receiving vehicle load. The study aims to improve the performance of concrete used as rigid pavement with 0.5 water/cement ratio by adding hook-shaped steel fibers. In this study, the amount of steel fiber varied, ranging from 0 to 15% based on trial and error. The hook-shaped fibers used were manufactured from steel in factory. Performance of samples were conducted in laboratory on fresh and hardened concrete behavior, including flexural strength and flexural toughness. Results showed that all of the assessed concrete performance increased as fiber was added, and the greatest value was obtained with nine percent of fibers.
引用
收藏
页码:452 / 458
页数:7
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