Effects of fiber type and content on the rutting performance of Stone matrix asphalt

Journal of Applied Sciences

Volumn 9, Issue 10, 2009, Pages 1980-1984

  Behbahani, H ^a   Nowbakht, S ^a   Fazaeli, H ^b   Rahmani, J ^b  

^a School of Civil Engineering   (Iran)

^b IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

Author keywords

Cellulose fiber; Indirect tensile strength; Marshall stability; Mineral fiber; Permanent deformation

Indexed keywords

CELLULOSE FIBER; INDIRECT TENSILE STRENGTH; MARSHALL STABILITY; MINERAL FIBERS; PERMANENT DEFORMATIONS;

ASPHALT PAVEMENTS; DEFORMATION; MINERAL WOOL; MIXTURES; TENSILE STRENGTH; TEXTILE FIBERS;

ASPHALT MIXTURES;

EID: 67649449217     PISSN: 18125654     EISSN: 18125662     Source Type: Journal    
DOI: 10.3923/jas.2009.1980.1984     Document Type: Article

References (16)

1. Anderson, D.A., L. Lapalu, M.O. Marasteanu, Y.M.L. Hir, J.P. Planche and D. Martin, 2001. Low-temperature thermal cracking of asphalt binders as ranked by strength and fracture properties. Trans. Res. Record: J. Trans. Res. Board, 1766: 1-6.
2. Bihgiri, P.K., K.E. Kaloush, M.S. Mamlouk and M.W. Witczak, 2007. Rational modeling of tertiary flow for asphalt mixtures. Trans. Res. Record: J. Trans. Res. Board, 2001: 63-72.
3. Brown, E.R., 1992. Experience with stone matrix asphalt in the United States. NCAT Report 93-04, Auburn University, Alabama, http://www.eng.auburn.edu/center/ncat/reports/rep93-04.pdf.
4. Brown, E.R., J.E. Haddock and C. Crawford, 1996. Investigation of stone matrix asphalt mortars. Trans. Res. Record: J. Trans. Res. Board, 1530: 95-102.
5. Brown, E.R., J.E. Haddock and R.B. Mallick, 1997a. Development of a mixture design procedure of stone matrix asphalt (SMA). NCAT Report No. 97-03. Auburn University, Alabama, http://www.eng.auburn.edu/center/ncat/reports/rep97-03.pdf
6. Brown, E.R, J.E. Haddock, R.B. Mallick and J. Bukowski, 1997b. Performance of stone matrix asphalt (SMA) in the US. NCAT Report No. 97-1, Auburn University, Alabama. http://www.eng.auburn.edu/center/neat/reports/rep97-01.pdf.
7. Chen, J.S. and L. Kueiyi, 2005. Mechanism and behavior of bitumen Strength reinforcement using fibers. J. Mat. Sci., 40: 87-95.
8. Huang, B., G. Li and N.L. Mohammed, 2003. Analytical modeling and experimental study of tensile strength of asphalt concrete composite at low temperatures. Composites: Part B: Eng., 34: 705-714.
9. Lynn, T.A., E.R. Brown and L.A. Cooley, 1999. Evaluation of aggregate size characteristics in stone matrix asphalt and superpave mixtures. Trans. Res. Record: J. Trans. Res. Board, 1681: 19-27.
10. Muniandy, R. and B.K.H. Bujang, 2006. Laboratory diameteral fatigue performance of stone matrix asphalt with cellulose oil palm fiber. Am. J. Applied Sci., 300: 2005-2006.
11. Putman, B.J. and S.N. Amirkhanian, 2004. Utilization of waste fibers in stone Matrix asphalt mixtures. Resour. Conservation Recycling, 42: 265-274.
12. Schmiedlin, R.B., 1998. Stone matrix asphalt: The Wisconsin experience. Trans. Res. Record: J. Trans. Res. Board, 1616: 34-41.
13. Shaopeng, W., C. Zheng, Y. Qunshan and L. Weidong, 2006. Effects of fibre additive on the high temperature property of asphalt binder. J. Wuhan Univ. Technol. Mat. Sci. Edit, 21: 28-31.
14. Sharma, V. and S. Goyal, 2006. Comparative study of performance of natural fibers and crumb rubber modified stone matrix asphalt mixtures. Can. J. Civil Eng., 33: 134-139.
15. Tayfur, S., H. Ozen and A. Aksoy, 2007. Investigation of rutting performance of asphalt mixture containing polymer modifiers. Construction Building Mat, 218: 328-337.
16. Zhang, Z., R. Rogue, B. Birgisson and B. Sangpetngam, 2001. Identification and verification of a suitable crack growth law. J. Assoc. Asphalt Paving Technol., 70: 206-241.