Asphalt Concrete for High-Speed Railway Infrastructure and Performance Comparisons

被引:24
|
作者
Yang, Enhui [1 ]
Wang, Kelvin C. P. [1 ,2 ]
Qiu, Yanjun [1 ]
Luo, Qiang [3 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Highway Engn Key Lab Sichuan Prov, Chengdu 610031, Sichuan, Peoples R China
[2] Oklahoma State Univ, Sch Civil & Environm Engn, Stillwater, OK 74078 USA
[3] Southwest Jiaotong Univ, Sch Civil Engn, Key Lab High Speed Railway Engn, Chengdu 610031, Sichuan, Peoples R China
基金
中国国家自然科学基金;
关键词
D O I
10.1061/(ASCE)MT.1943-5533.0001495
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the results of a laboratory investigation on the performances and mixture combination parameters of railway asphalt concrete (RAC) for supporting high-speed railway slab track. To apply the RAC effectively to high-speed railway infrastructures, modified highway asphalt pavement material tests are conducted to verify mixture parameters. A suitable gradation is recommended based on the test results. The air voids of the material RAC-25 used for railway infrastructure should be controlled from 1 to 3%. The results presented in the paper demonstrate that asphalt content can be determined based on modified mixture parameters. To verify the performance and analyze the mechanistic response of RAC infrastructure, full-scale laboratory dynamic models are established under different environmental temperatures and loading levels. Based on model testing, the reinforced RAC foundation with a 12cm deep graded gravel layer replaced by RAC-25 shows much better performance compared with the traditional design.
引用
收藏
页数:7
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