![]() ![]() Evaluation of Sasobit for use in warm mix asphalt. Lee, S.J., Akisetty, C.K., Amirkhanian, S.N.: The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements. 1 and 2, 151–164 (2007)Īman, M.Y., Hamzah, M.O.: Evaluation of anti-stripping agents on warm porous asphalt mixtures. 23(10), 3144–3151 (2009)Īrabani, M., Ferdowsi, B.: Laboratory evaluating and comparison of the SCB Test results with other common tests for HMA mixtures. Xiao, F., Zhao, P.W., Amirkhanian, S.N.: Fatigue behavior of rubberized asphalt concrete mixtures containing warm asphalt additives. Kim, S., Lee, S.J., Yun, Y.B., Kim, K.W.: The use of CRM-modified asphalt mixtures in Korea: evaluation of high and ambient temperature performance. Wang, H., Dang, Z., Li, L., You, Z.: Analysis on fatigue crack growth laws for crumb rubber modified (CRM) asphalt mixture. In: Proceedings of the Conference on the Use of Rubberised Bitumen in the Road Construction (1997) Sufian, Z., Mustafa, M.S.: Prospects of rubberised bitumen pavement Malaysia roads and highways. Mashaan, N.S., Ali, A.H., Karim, M.R., Abdelaziz, M.: A review on using crumb rubber in reinforcement of asphalt pavement. In: NASA STI/Recon Technical Report N 79 (1978) 3845–3851 (2010)įinn, F.N., Nair, K., Hilliard, J.M.: Minimizing premature cracking in asphaltic concrete pavement. ICCTP 2010: Integrated Transportation Systems: Green, Intelligent, Reliable, pp. Lv, J., He, X.: Finite element analysis on fatigue cracking of sisal fiber asphalt mixture. Roberts, F.L., Kandhal, P.S., Brown, E.R., Lee, D.Y., Kennedy, T.W.: Hot Mix Asphalt Materials, Mixture Design and Construction (1991) ![]() Xu, Y.: Investigation of Effects of Moisture Susceptibility of Warm Mix Asphalt (WMA) Mixes on Dynamic Modulus and Field Performance. Zaumanis, M.: Warm Mix Asphalt Investigation (Master of Science thesis). ![]() 123–130 (2011)īatari, A., Aman, M.Y., Saeed, S.M., Ahmed, T.Y., Chinade, A.U.: Rutting assessment of crumb rubber modifier modified warm mix asphalt incorporating warm asphalt additive. In: Pavements and Materials: Recent Advances in Design, Testing and Construction, pp. Goh, S.W., & You, Z.: Evaluation of warm mix asphalt produced at various temperatures through dynamic modulus testing and four point beam fatigue testing. Liu, J., Li, P.: Low temperature performance of sasobit-modified warm-mix asphalt. Wang, H., Dang, Z., You, Z., Cao, D.: Effect of warm mixture asphalt (WMA) additives on high failure temperature properties for crumb rubber modified (CRM) binders. Rodríguez-Alloza, A.M., Gallego, J., Pérez, I., Bonati, A., Giuliani, F.: High and low temperature properties of crumb rubber modified binders containing warm mix asphalt additives. Based on the fatigue predictive life model, the 20% CRM have the highest fatigue life compared to other CRM percentages considered in this study. The laboratory results findings indicate that the CRM significantly influence the fatigue life of the mixtures. The test was conducted at three levels of stresses (500, 600 and 700 kPa). Indirect Tensile Fatigue Test (ITFT) was performed on the specimens at a temperature of 25 ☌. Crumb rubber of size passing 0.150 mm sieve was incorporated into the WMA mixes at 0, 10 15 and 20% by weight of the virgin bitumen using wet process of modification. A Pen-grade of 80/100 bitumen, crush granite aggregate with 9.5 mm NMAS, Sasobit at 2.5% by weight of the binder was blended with the bitumen to achieve a warm mix binder. In this study, the effect of percentage crumb rubber on fatigue of rubberised warm mix asphalt mixtures was evaluated. However, the degree of effectiveness and the percentage of CRM that gives the best fatigue resistance has not been firmly established. Crumb rubber from waste tires is incorporated into asphalt mixtures as one of the successful strategies of improving the fatigue resistance of asphalt pavement. ![]()
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