Characterization of OGFC Mixtures Containing Lignin Fibers

Article Preview

Abstract:

This paper deals with the viability of using lignin fibers as an additive in OGFC mixtures. Draindown test results indicated that OGFC mixtures with the two kinds of fibers can both be effectively used to retard draindown of the binder and mineral filler. Mixture designs were performed for a range of 3.5–6.0% asphalt content. Laboratory tests including indirect tensile load tests, Cantabro test, soaking Cantabro test were carried out on OGFC mixtures to determine the tensile strength, anti-abrasion ability and durability. The test results indicated that OGFC mixtures with lignin fibers showed improvement in strength, improved resistance to abrasion, and reduce moisture susceptibility when compared with mixtures without fibers. Comparison of test performance of two different lignin fibers added to OGFC mixture shows that flocculent lignin Fibers is superior to the Granular fiber.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

775-781

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Mohammad Faghri, Martin H. Sadd: Performance improvement of open-graded asphalt mixes[R].University of Rhode Island, Report. URITC: (2002), pp.00-44.

Google Scholar

[2] L.A. Cooley, E.R Brown and D. E. Watson: Evaluation of open-graded friction course mixtures containing cellulose fibers. Trans. Res. Rec. (2000), p.19–25.

DOI: 10.3141/1723-03

Google Scholar

[3] H.F. Hassan and K.S. Al-Jabri: Effect of organic fibers on open-graded friction course mixture properties, The International Journal of Pavement Engineering, Vol. 6, pp.67-75 (2005).

DOI: 10.1080/10298430500087936

Google Scholar

[4] J. Wei. Permeable asphalt mix design and pavement performance [D].Chang'an: Chang'an University, (2008).

Google Scholar

[5] I. Siró and D. Plackett. Micro-fibrillated cellulose and new Nano-composite materials: a review: Cellulose (2010) 17(3), p.459–494.

DOI: 10.1007/s10570-010-9405-y

Google Scholar

[6] M.O. Hamzah and Hardiman: Characterization of the Clogging Behavior of Double Layer Porous Asphalt, Journal of the Eastern Asian Society for Transportation Studies, Vol6, (2005), pp.968-980.

Google Scholar

[7] B. J. Putman and S. N. A. Khanian: Utilization of waste fibers in stone matrix asphalt mixtures, Resources, Conservation and Recycling. (2004), p.42:265-274

DOI: 10.1016/j.resconrec.2004.04.005

Google Scholar

[8] P.S. Kandhal and R.B. Mallick: Open-graded friction courses: State of practice, Report No.98-7, National Center for Asphalt Technology, Washington, DC (1998).

Google Scholar

[9] ASTM (1998). Road and paving materials, paving management technologists.C131 Section 4, 4.03, West Conshohocken, PA.

Google Scholar