Technical Papers
Dec 30, 2015

Asphalt Concrete for High-Speed Railway Infrastructure and Performance Comparisons

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 5

Abstract

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 12 cm deep graded gravel layer replaced by RAC-25 shows much better performance compared with the traditional design.

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Acknowledgments

Funding for this research was supported by the National Natural Science Foundation of China (Grant 51308477) and the China Railway Foundation (2014G001-G). The authors gratefully acknowledge the support.

References

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 5May 2016

History

Received: Apr 14, 2015
Accepted: Oct 5, 2015
Published online: Dec 30, 2015
Published in print: May 1, 2016
Discussion open until: May 30, 2016

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Authors

Affiliations

Enhui Yang, Ph.D. [email protected]
Assistant Professor, School of Civil Engineering, Southwest Jiaotong Univ., Highway Engineering Key Laboratory of Sichuan Province, Chengdu, Sichuan 610031, China. E-mail: [email protected]
Kelvin C. P. Wang, M.ASCE [email protected]
Professor, School of Civil and Environmental Engineering, Oklahoma State Univ., Stillwater, OK 74078; Adjunct Professor, School of Civil Engineering, Southwest Jiaotong Univ., Highway Engineering Key Laboratory of Sichuan Province, Chengdu, Sichuan 610031, China (corresponding author). E-mail: [email protected]
P.E.
Professor, School of Civil Engineering, Southwest Jiaotong Univ., Highway Engineering Key Laboratory of Sichuan Province, Chengdu, Sichuan 610031, China. E-mail: [email protected]
Professor, School of Civil Engineering, Southwest Jiaotong Univ., Key Laboratory of High-speed Railway Engineering, Chengdu, Sichuan 610031, China. E-mail: [email protected]

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