Journal of South China University of Technology (Natural Science Edition) ›› 2010, Vol. 38 ›› Issue (11): 21-25.doi: 10.3969/j.issn.1000-565X.2010.11.005

• Architecture & Civil Engineering • Previous Articles     Next Articles

Mechanical Performance of Laminated Concrete Pavement Materials Reinforced with Steel Fibers

Wang Yi-min 1.2  He Jun1  Jiao Chu-jie3   

  1. 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China;2.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China;3.School of Civil Engineering,Guangzhou University,Guangzhou 510006,Guangdong,China
  • Received:2010-03-10 Revised:2010-05-24 Online:2010-11-25 Published:2010-11-25
  • Contact: 汪益敏(1966-),女,博士,教授,主要从事路基路面工程研究. E-mail:ctymwang@scut.edu.cn
  • About author:汪益敏(1966-),女,博士,教授,主要从事路基路面工程研究.
  • Supported by:

    国家自然科学基金资助项目(40672178); 建设部科研开发项目(07-K4-13); 广东省交通科技项目(200806)

Abstract:

This paper deals with the mechanical properties of C40 concrete with a steel fiber dosage of 0~2.0%,and discusses the mechanical properties and economical efficiency of size-variable composite concrete with optimal volume ratio.The results show that the compressive strength of the steel fiber-reinforced concrete increases with the dosage of steel fibers,that the compressive strength increases by 27% and the flexural-tensile strength increases by 50% at the dosage of 1.5%,that the addition of steel fibers makes the load-displacement curve of the concrete change from elastic mode to elastic-plastic mode and improves the brittle fracture of the pavement,and that the two-layer composite concrete composed of steel fiber-reinforced concrete(with a steel fiber dosage of 1.5%) and common concrete in a thickness ratio of 1∶ 3 is of high strength,good anti-deformation ability and high economic benefit.

Key words: road engineering, steel fiber-reinforced concrete, concrete mixture ratio, laminated pavement, compressive strength, flexural-tensile strength