Experience of Replacing Basalt Aggregate by Limestone’s in Porous Asphalt Concrete

Article Preview

Abstract:

In order to reduce the cost of Porous asphalt concrete and the effective use cheap limestone widely distributed in local, the gradation design works of limestone-typed PAC is presented in this paper. Considering convenience of building and testing for local enterprises, Marshall Design Method, still used in local standards, is adopt. Limestone usually shows low strength and easy break, which obviously affect the performance of mixture. Therefore, Forming temperature and beat numbers of Marshall Test is researched. The results show that: a) Regular aggregate, whose shape is similar to a cube, with low flat ratio and low crushing value is important for improving the performance of limestone-typed PAC. b) Forming temperature and Beat number is suggested taking 155°C and 35 times. c) The standard of limestone-typed PAC should not be as same as basalt-typed. The indices can be suitably lessened according to the actual conditions of aggregates.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 1025-1026)

Pages:

749-754

Citation:

Online since:

September 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] J.C. Nicholls: Asphalt Surfacings, E & FN Spon, London (1998).

Google Scholar

[2] P.S. Kandhal and R.B. Mallick: Open-Graded friction Course: State of the practice, Transportation Research Circular Number E-C005, Transportation Research Board, National Research Council, Washington, D. C (1998).

Google Scholar

[3] A.R. Ruiz, R. Alberola, F. Perez and B. Sanchez: Transport. Res. Rec Vol. 1265 (1990), p.87.

Google Scholar

[4] R.H. Jones and H.A. Jones: Granular Drainage Layers in Pavement Foundations, Unbound Aggregates in Roads, Butterworths, London (1989).

DOI: 10.1016/b978-0-408-04355-7.50017-0

Google Scholar

[5] T.F. Fwa, S.A. Tan and C.T. Chuai: J. Transport. Res. Rec Vol. 1615 (1998), p.94.

Google Scholar

[6] S.A. Tan, T.F. Fwa and C.T. Chuai: J. Test. Ecval Volume 27 (1999), p.57.

Google Scholar

[7] H. Nakanlshi, T. Kawanaka, L. Ziqing and H. Baocun, in: Proceedings of the 4th International Conference on Road & Airfield Pavement Technology (2002).

Google Scholar

[8] O. Kurihara, in: Shibaura Institute of Technology Campus Tokyo's: Technical Workshop 35th Kanto Branch Society of Civil Engineers (2008).

Google Scholar

[9] Ryuichi: Verification of the durability and function of drainage pavement, Kyushu Regional Development Bureau, Japan (2004).

Google Scholar

[10] W. Jiang and A. Sha, in: Multi-Scale Modeling and Characterization of Infrastructure Materials, RILEM Bookseries Vol. 8 (2013), p.159.

Google Scholar

[11] JTG F40-2004, Technical Specifications for Construction of Highway Asphalt Pavement, Ministry of Communications of PRC.

Google Scholar

[12] JTJ 052-2000, Standard test methods of bitumen and bituminous mixtures for highway engineering, Ministry of Communications of PRC.

Google Scholar

[13] K.T. Fang: Acta. Math. Appl. Sinica 3 (1980), p.363.

Google Scholar