OPTIMIZATION OF THE TEMPERATURE SUSCEPTIBILITY OF BITUMEN MODIFIED WITH WASTE TIRE RUBBER BY TAGUCHI METHOD

Yıl 2011, Cilt: 4 Sayı: 1, 99 - 110, 11.03.2014

Sinan Hınıslıoğlu

Öz

The purpose of this study is to optimize the temperature susceptibility of the bitumen modified with the tire rubber. For this purpose, 2, 5 and 10 % waste tire rubber (by weight of bitumen) is mixed into 70-100 penetration bitumen at mixing temperatures of 150, 160 and 170oC for mixing time of 30, 60 and 120 minute and mixing speed of 250, 350 and 450 rpm. Taguchi method is used as design of experiment method. The temperature susceptibility of the binders is evaluated by the penetration index (PI). It is found that the order of the importance of variables affecting the temperature susceptibility of binders is tire rubber content, mixing speed, mixing temperature and mixing time, respectively. Optimum conditions for the maximum PI of 3.72 are obtained at the mixing temperature of 150oC, mixing time of 120 minute tire rubber content of 10% and mixing speed of 250 rpm. As a result, this new binder is produced by fewer experiments using Taguchi method compared to the other experimental methods. Thus, using the Taguchi method could save time and energy. Moreover, it is seen that tire rubber modified bituminous binders can provide better resistance against permanent deformations due to the lower temperature susceptibility in hot climate regions.

Anahtar Kelimeler

Araba lastiği, Bitüm, Sıcaklığa Duyarlılık, Taguchi Yöntemi

Kaynakça

• Bilen K, Yapici S, Celik C. (2001). A Taguchi approach for investigating of heat transfer from a surface equipped with rectangular blocks. Energy Conversion and Management (42), p.651-961.
• Brule B, Brion Y, Tanguy A. (1998). Paving bitumen polymer blends: relationship between composition, structure and properties. Proc AAPT(57):41 –64. Brown SF, Rowlett RD, Boucher modification.Proceedings of the Conference on US SHRP Highway Research Program: Sharing the Benefits, ICE, pp. 181–203. Bitumen
• Srinivasan, C.B, Lakshmi Narasimhan ,N and Ilango S.V. (2003). Development of rapid-set high-strength cement using statistical experimental design. Cement and Concrete Research, 33(9), p. 1287-1292
• Cheuk Ching Wong and Wing-gun Wong (2007). Effect of tire rubber modifiers on high temperature susceptibility of wearing course mixtures. Construction and Building Materials, 21(8), p. 1741-1745.
• Collins JH, Bouldin MG, Gelles R, Berker A. (1991). Improved performance of paving bitumens by polymer modification. AAPT; 60:43 –79.
• Freddy L. Roberts, Prithvi S. Kandhal, E. Ray Brown, Dah Yinn Lee, Thomas Kennedy, /(1991). Hot Mix Bitumen, Mixture Design, and Construction, NAPA, 2.
• Taguchi, G. Tables for orthogonal arrays and linear graphs, Maruzen. Tokyo (1962).
• Goodrich JL. (1991). Bitumenic binder rheology, bitumen concrete rheology and bitumen concrete mix properties. AAPT;60:80-120.
• Gordon D. Airey, (2002). Rheological evaluation of ethylene vinyl acetate polymer modified
• Bitumens, Construction and Building Materials, 16 473–487
• Green, E.L.., and Tolonen, J.L., (1977). The chemical and physical properties of bitumen rubber mixtures-basic behaviour. Arizona Department of Transportation, Report No R-14(162).
• Hinislioglu S and Bayrak OÜ (2000). Investigation on certain rheological properties of old tire crumb modified bituminous binder by Taguchi technique. 2nd Euroasphalt &Eurobitume Congress Barcelona , Book II, p 236-247
• Isacsson U, Lu X. (1995). Testing and appraisal of polymer modified road bitumens-state of the art. Mater Struct;28:139 –59.
• J.Ph. Pfeiffer, (1950). “Properties of Bitumenic Bitumen” Ed., Elsevier Publishing Company, Inc., New York.
• Kackar RN, (1985). Off-line quality control, parameters design and Taguchi method. Journal of Quality Technology;17:176-88.
• King GN, King HW, Chaverot P, Planche JP, Harders O. (1993). Using European wheel-tracking and restrained tensile tests to validate SHRP performance-graded binder specifications for polymer modified bitumens. Proceedings of the 5th Eurobitume Congress, Stockholm, Volume 1A, 1.06, pp. 51–5.
• Çelik, O. N. and Atiş, C.D., (2008). Compactibility of hot bituminous mixtures made with tire rubber-modified binders. Construction and Building Materials. Volume 22, Issue 6, p. 1143-1147.
• Peace, G. S., Taguchi Method, Corporate and Professional Publishing Group,(1993).
• Pfeiffer, J.P., Van Doormaal, P.J., (1936). The rheological properties of bitumenic bitumens, Institute of Petroleum Technical Journal, 22(152), pp.414-440.
• Phadke MS, Kackar RNi Speeny DV, Grieco MJ. (1983). Off line quality control in integrated circuit fabrication using experimental design. Bell Syst Techn J. 62(5):1273-309.
• Piti Sukontasukkul and Chalermphol Chaikaew, (2006). Properties of concrete pedestrian block mixed with tire rubber. Construction and Building Materials, Volume 20, Issue 7, p. 450-457.
• Roy, R. K., A Primer on the Taguchi Method, Competitive Manufacturing Series1990.
• Soon-Jae L, Chandra K. Akisetty and Serji N. Amirkhanian, (2008). Recycling of laboratory-prepared long-term aged binders containing crumb rubber modifier. Construction and Building Materials, Volume 22, Issue 9, p. 1906-1913
• Soon-Jae L, Chandra K. Akisetty and Serji N. Amirkhanian, (2008). The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements Construction and Building Materials. Volume 22, Issue 7, July p. 1368-1376
• Soon-Jae L, Serji N. Amirkhanian and Seung-Zoon Kwon, (2008). The effects of compaction temperature on CRM mixtures made with the SGC and the Marshall compactor. Construction and Building Materials. 22(6), p.1122-1128.
• The Shell Bitumen Handbook (1990) p.76. ****