Performance Evaluation of Hot Mix Asphalt using Modified Binders for Bituminous Concrete Grade-2

International Journal of Civil Engineering
© 2018 by SSRG - IJCE Journal
Volume 5 Issue 9
Year of Publication : 2018
Authors : Sanjana Y C, Nikhil T R, Yateen Lokesh
pdf
How to Cite?

Sanjana Y C, Nikhil T R, Yateen Lokesh, "Performance Evaluation of Hot Mix Asphalt using Modified Binders for Bituminous Concrete Grade-2," SSRG International Journal of Civil Engineering, vol. 5,  no. 9, pp. 12-17, 2018. Crossref, https://doi.org/10.14445/23488352/IJCE-V5I9P103

Abstract:

In India, flexible pavements with bituminous surface are widely used. Therefore it is important to study the physical and mechanical properties of the bitumen and bituminous mix. The present study was taken up with the objective of evaluating the effect of various modified bituminous mix on Marshall Stability, indirect tensile ratio, indirect tensile fatigue value. In this study one aggregate gradation, five types of binders; VG-30, PMB-40, PMB-70, CRMB-55, CRMB-60 and one type of mixes, bituminous concrete (BC) are used. The result indicates that the performance of mixes made with the PMB-70 has the higher stability than the other bituminous mix as the neat bitumen has the lower stability value. Indirect tensile ratio of the CRMB-55 is higher than the other bituminous mix whereas neat bitumen has the lowest indirect tensile ratio value. The fatigue performance of the PMB-70 is more compared with the various bituminous mix and neat bitumen has the lower life cycle. Further in this paper regression model and analysis for the obtained indirect load has been recorded using Ansys software.

Keywords:

Marshall Stability, Indirect Tensile Ratio and Indirect Tensile Fatigue

References:

[1] Airey, G. D., 2007. Fundamental Binder and Practical Mixture Evaluation of Polymer Modified Bituminous Materials. International Journal of Pavement Engineering, Volume Vol. 5 (3) , pp. 137-151. 
[2] Anon., Et.al 2013. Enhancing the performance of crumb rubber-modified binders through varying the interaction conditions. International Journal of Pavement Engineering , 10(6), pp. 423-434. 
[3] Aunilkmar.l, Et.al 2016. Studies on characterization of SBS polymer modified and neat bituminous mixes using warm mix asphalt for paving application. International Journal of Engineering and Technical Research (IJETR), 6(1), pp. 2454-4698. 
[4] Azari Haleh, Et.al 2003. Optimum Compaction Temperature for Modified Binders. JOURNAL OF TRANSPORTATION ENGINEERIN, pp. 531-573. 
[5] B.Sudharshan Reddy, Et.al 2016. Performance Evaluation of Crumb Rubber Modified Bitumen by Using Various Sizes of Crumb Rubbe. International Journal for Research in Applied Science & Engineering Technology (IJRASET), 4(3), pp. 362-369. 
[6] Baha Vural Kök, Et.al 2011. Laboratory comparison of the crumb-rubber and SBS modified bitumen. Construction and Building Materials, pp. 3204-3212. 
[7] Bonnetti Karen S, Et.al 2009. Measuring and Defining Fatigue Behavior of Asphalt Binders. Transportation Research Record, pp. 33-43. 
[8] David A. Anderson, Et.al 2011. Evaluation of Fatigue Criteria for Asphalt Binder. Transportation Research Record 1766, pp. 48-56. 
[9] Duijia Zhao, D., Et.al 2009. Evaluation of Polymer-Modified Hot-Mix Asphalt: Laboratory Characterization. JOURNAL OF MATERIALS IN CIVIL ENGINEERING , pp. 163-170. 
[10] Ezio Santagata, Et.al 2015. Fatigue properties of bituminous binders reinforced with carbon nanotubes. International Journal of Pavement Engineering, 16(1), pp. 80-90. 
[11] Gordon D. Airey, Et.al G., 2012. Fundamental Binder and Practical Mixture Evaluation of Polymer Modified Bituminous Material. International Journal of Pavement Engineering, 5(3), pp. 137-151. 
[12] H.Li, Et.al 2009. Study on the Technological Conditions of Crumb Tire Rubber–Modified Bitumen. Petroleum science and Technology, Volume 27, pp. 1521-1533. 
[13] Haider Habeeb Aodah, Et.al 2012. Performance of Bituminous Mixes with Different Aggregate Gradations and Binders. International Journal of Engineering and Technology, 2(11), pp. 2049-3444. 
[14] Hasan Ziari, Et.al 2014. Investigation of fatigue and rutting performance of hot mix asphalt mixtures prepared by bentonitemodified bitume. Road Materials and Pavement Design. 
[15] J.-P. Planche, Et.al 2004. Evaluation of fatigue properties of bituminous binders. Materials' and Structures / Matdriaux et Constructions, Volume 37, pp. 356-359. 
[16] J.Qiu, Et.al 2013. Investigating the Self Healing Capability of Bituminous Binders. Road Materials and Pavement Design, pp. 81-94. 
[17] M. Garc─▒´a-Morales, Et.al 2006. Effect of waste polymer addition on the rheology of modified bitumen. Fuel 85 , pp. 936-943. 
[18] Nabin Rana Magar, Et.al 2014. A Study on the Performance of Crumb Rubber Modified Bitumen by Varying the Sizes of Crumb Rubber. International Journal of Engineering Trends and Technology (IJETT), 14(2), pp. 51-56. 
[19] Piotr Radziszewski, Et.al 2014. Quality assessment of bituminous binders based on the viscoelastic properties: Polish experience. Journal of Civil Engineering and Management, 20(1), pp. 111-120. 
[20] PRASHANT KUMAR, Et.al 2012. Study on effects of polymer on properties of Bitumen. Ultra Chemistry, 8(1), pp. 49-60. 
[21] Ravi K Sharma et al., 2012. PERFORMANCE OF POLYMER MODIFIED BITUMEN FOR FLEXIBLE PAVEMENT. International journalof structural and civil engineering research, Volume 67, pp. 66-87. 
[22] S Keyf, Et.al 2014. Polymer-Modified Bitumen. Petroleum Science and Technology, 25(7), pp. 915-923. 
[23] S. K.Palit, Et.al 2004. Laboratory Evaluation of Crumb Rubber Modified Asphalt Mixes. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 16(1), pp. 45-53. 
[24] Shihui Shen, Et.al 2010. Characterization of Fatigue and Healing in Asphalt Binders. JOURNAL OF MATERIALS IN CIVIL ENGINEERING, Volume 22, pp. 846-852. 
[25] Shiva Prasad K, Et.al 2012. Study on Marshall Stability Properties of BC Mix Used In Road Construction by Adding Waste Plastic Bottle. IOSR Journal of Mechanical and Civil Engineering, 2(2), pp. 12-23. 
[26] Shivnaath Mehra, Et.al 2014. Laboratory Study on CRMB Modified Bitumen Mixes with Titan Polymer. Journal of Civil Engineering and Environmental Technology, 1(2), pp. 90-93. 
[27] Singhal, M., Et.al 2016. Use of Modified Bitumen in Highway Construction. IJIRST –International Journal for Innovative Research in Science & Technology, 2(12), pp. 2349-6010. 
[28] Soenen, H., Et.al 2014. Fatigue Behaviour of Bituminous Materials: From Binders to Mixes. Road Materials and Pavement Design , 4(1), pp. 7-27. 
[29] Taher Baghaee Moghaddam, Et.al 2011. A review on fatigue and rutting performance of asphalt mixes. Scientific Research and Essays, 6(4), pp. 670-682. 
[30] V. O. Bulatovic, Et.al 2011. REVIEW on Polymer modified bitume. Materials Research Innovations, 16(1), pp. 1-6. 
[31] Xavier CARBONNEAU, Et.al 2003. EVALUATION OF THE INDIRECT TENSILE STIFFNESS MODULUS TEST. Performance Testing and Evaluation of Bituminous Materials, pp. 308-315. 
[32] Yetkin Yildirim, Et.al 2007. Polymer modified asphalt binders. Construction and Building Materials, pp. 66-72.