Fatigue characteristics of stone mastic asphalt mix reinforced with fiber glass

International Journal of Physical Sciences

Volumn 5, Issue 12, 2010, Pages 1840-1847

  Mahrez, Abdelaziz ^a   Karim, Mohamed Rehan ^a  

^a UNIVERSITY OF MALAYA   (Malaysia)

Author keywords

Creep; Fatigue property; Fiber reinforcement; Modified bitumen

Indexed keywords

EID: 78951476306     PISSN: 19921950     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (20)

1. Al-Qadi IL, ElSeifi M, Leonard D (2003). Development of an Overlay Design Model for Reflective Cracking with and without Steel Reinforcing Nettings. AAPT, 72: 465-510.
2. Brown ER, Mallick RB, Haddock JE, Bukowski J (1997). Performance of stone matrix asphalt (SMA) mixtures in the United States. NCAT Report No. 97-1, Auburn University, Alabama.
3. Bushing HW, Antrim JD (1968). Fiber Reinforcement of Bituminous Mixtures. AAPT, 37: 629-659.
4. Bushing HW, Elliott EH, Reyneveld NG (1970). A State of the Art Survey of Reinforced Asphalt Paving. AAPT, 39: 766-797.
5. Chen H, Li N, Hu C, Zhang Z (2004). Mechanical performance of fibersreinforced asphalt mixture. J. Chang'an Univ. (Nat Sci Ed), 24(2): 1-5.
6. Cooley LA, Brown ER (2003). Potential of using stone matrix asphalt (SMA) for thin overlays. NCAT Report No. 03-01, Auburn University, Alabama.
7. Hassan HF, Oraimi SA, Taha A (2005). Evaluation of open-graded friction course mixtures containing cellulose fibers and styrene butadiene rubber polymer. J. Mater. Civil Eng., 17: 416-422.
8. Huang H, White TD (2001). Dynamic properties of fiber-modified overlay mixture. Transport Res. Rec., 1545: 98-104.
9. Kietzman JH (1960). The Effect of Short Asbestos Fibres on Basic Physical Properties of Asphalt Pavement Mixes. Highway Research Board. Bulletin, 270: 1-19.
10. Marais CP (1979). The Use of Asbestos in Trial Sections of Cap-Graded Asphalt and Slurry seals. Proceedings of the Third Conference on Asphalt Pavements for South Africa, Durban; pp 172-175.
11. Maurer DA, Malasheskie GJ (1989). Field performance of fabrics and fibers to retard reflective cracking. Geotextiles Geomembranes, 8: 239-267.
12. McDaniel RS (2001). Asphalt additives to control rutting and cracking, PHD thesis. Purdue University, Indiana.
13. Peltonen P (1991). Wear and deformation of characteristics of fiber reinforced asphalt pavements. Construct Build Mater., 5: 18-22.
14. Putman BJ, Amirkhanian SN (2004). Utilization of waste fibers in stone matrix asphalt mixtures. Resour. Conserv. Recycl., 42: 265-274.
15. Scherocman JA (1991). SMA reduces rutting. Better Roads; 61(11).
16. Serfass JP, Samanos J (1996). Fiber-Modified Asphalt Concrete Characteristics, Applications and Behavior. AAPT, 65: 193-230.
17. Susanne O (2000). Predicting the performance of stone mastic asphalt. Presented at the young researchers forum, organized by the society of chemical industry (SCI) Construction Materials Group.
18. Tapkin S (2007). The effect of polypropylene fibers on asphalt performance. Build Environ., 43: 1065-1071.
19. Tons E, Krokosky EM (1960). A Study of Welded Wire Fabric Strip Reinforcement in Bituminous Concrete Resurfacing. AAPT, 29: 43-80.
20. Wu S, Ye Q, Li N, Yue H (2007). Effects of fibers on the dynamic properties of asphalt mixtures. J. Wuhan Univ. Technol. Mater. Sci. Ed., 22: 733-736.