INVESTIGATION ON RUTTING PERFORMANCE OF NANOPOLYACRYLATE AND NATURAL RUBBER LATEX POLYMER MODIFIED ASPHALT BINDER MIXES

Authors

  • Ekarizan Shaffie Institute of Infrastructure Engineering and Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia
  • Juraidah Ahmad Faculty of Applied Science, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia
  • Ahmad Kamil Arshada Institute of Infrastructure Engineering and Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia
  • Dzraini Kamarun Faculty of Applied Science, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia
  • Haryati Awang Institute of Infrastructure Engineering and Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia

DOI:

https://doi.org/10.11113/jt.v78.9469

Keywords:

Rutting, nanocomposite, polymer, modified binder, stone mastic asphalt

Abstract

This paper discussed a research carried out to study the rutting performance of dense graded (AC) and Stone Mastic Asphalt (SMA) pavement using nanocomposite polymer modified binder. The study also focused on the determination of optimum proportion of additive to be used in the mixing process. Two types of asphalt binder with penetration grade, PEN 80/100 and performance grade PG 76 were added with nanopolyacrylate and natural rubber latex as asphalt modifier. The nanocomposite polymer modified binder was prepared by adding 6 percent of Nanopolyacrylate (NC) to the asphalt binder. Both SMA and AC asphaltic mixtures conformed to the Marshall volumetric properties criteria which indicate that these mixtures are durable. The Asphalt Pavement Analyzer ( APA) rutting test was performed to determine the rutting performance of AC and SMA asphaltic mixtures showed that the rut values for SMA14 mix varies from 0.8 mm to 1.9 mm and AC14 mix varies from 1.7 mm to 2.3 mm respectively. This indicates the beneficial use of Nanocomposite polymer as modifier especially on SMA14 mix.

References

Tayfur, S., Ozen, H and Aksoy, A. 2007. Investigation of Rutting Performance Of Asphalt Mixtures Containing Polymer Modifiers. Constr. Build. Material. 21(2): 328–337.

Vichitcholchai, N., Panmai, N., Jaratsri and Ranong, Na. 2012. Modification of Asphalt Cement by Natural Rubber for Pavement Construction. Rubber Thai Journal. 39(1): 32–39.

Moghaddam, T. B., Karim, M. R. and Abdelaziz, M. 2011. A Review On Fatigue And Rutting Performance Of Asphalt Mixes.Academic Journals. 6(4): 670–682.

Chiu, C. Te and Lu, L. C. 2007. A Laboratory Study On Stone Matrix Asphalt Using Ground Tire Rubber. Constrion Building Material. 21: 1027–1033.

Hainin, M.R, Reshi, W. F. and Niroumand, H.1995.The Importance of Stone Mastic Asphalt in Construction. Journal Petroleum. 17: 49–56.

Awwad, M. T. and Shbeeb, L. 2007.The Use Of Polyethylene In Hot Asphalt Mixtures. Journal Applied Science. 4: 390–396.

Airey, G. 2003.Rheological Properties Of Styrene Butadiene Styrene Polymer Modified Road Bitumens. Journal Elsevier. 82 (14):1709–1719.

Stuart, K. and Yehia, a. 2002. Fracture Resistance Characterization Of Chemically. 7: 557–566.

Yildirim, Y.2007. Polymer Modified Asphalt Binders. Construction Building Materials. 21(1): 66–72.

Polacco, G., Kříž, P., Filippi, S., Stastna, J., Biondi, D. and Zanzotto, L. 2008. Rheological Properties Of Asphalt/Sbs/Clay Blends. Europe Polymer Journal. 44: 3512–3521.

Abdullah, M. E., Zamhari, K. A., Buhari, R., Hidayah, N., Kamaruddin, M., Nayan, N., Rosli, M.R., Hassan, N. A and Jaya, R. P. 2015. A Review on the Exploration of Nanomaterials Application in Pavement. Jurnal Teknologi. 4: 69–76.

Alexandre, M. and Dubois, P. 2000. Polymer-layered Silicate Nanocomposites: Preparation, Properties And Uses Of A New Class Of Materials. Journal Material Science Engineering. 28:1–63.

Abdullah, M. E., Zamhari, K. A., Buhari, R., Nayan, M. N. and Hainin, M. R. 2013. Short Term and Long Term Aging Effects of Asphalt Binder Modified with Montmorillonite. Key Engineering Material. 594–595: 996–1002.

Yao, H., Ph, D., You, Z., Asce, M., Li, L., Lee, C. H., Wingard, D., Yap, Y. K., Shi, X. and Goh, S. W.2013. Rheological Properties and Chemical Bonding of Asphalt Modified with Nanosilica. Journal Material Civil Engineering. 1619–1630.

Morteza, S., Tahmooresi, M. and Jalal, R. 2012. Modification of Stone Matrix Asphalt with Nano-SiO 2. Journal Basic Applied Scienc. 2(2):1338–1344.

Goh, S. W., Akin, M., You, Z. and Shi, X. 2011. Effect of Deicing Solutions On The Tensile Strength Of Micro- Or Nano-Modified Asphalt Mixture. Construction Building Material. 25(1):195–200.

Shaffie, E., Ahmad, J., Arshad, A. K., Kamarun, D., Kamaruddin, F. and Shafiee, M. A. 2013.Physical Properties of Modified Asphalt Binder with Nanopolyacrylate (NPA). International Civil and Infrastructure Engineeering 2013 (InCIEC 2013).

Public Work Department of Malaysia.2008. Standard Specificationfor Road Work,Section 4:Flexible Pavement. Kuala Lumpur,JKR/SPJ/2008-S4.

Asi, I. M. 2006. Laboratory Comparison Study For The Use Of Stone Matrix Asphalt In Hot Weather Climates. Construction. Building. Material. 20(10): 982–989.

American Society for Testing and Materials (ASTM).1992. Standard Practice for Bulk Specific Gravity and Density of Non Absorptive Compacted Bituminous Mixtures. Philadelphia U.S, ASTM D2726.

American Society for Testing and Materials (ASTM).1992. Standard Practice for Theoretical Maximum Density. Philadelphia U.S,ASTM D2041.

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Published

2016-07-27

Issue

Section

Science and Engineering

How to Cite

INVESTIGATION ON RUTTING PERFORMANCE OF NANOPOLYACRYLATE AND NATURAL RUBBER LATEX POLYMER MODIFIED ASPHALT BINDER MIXES. (2016). Jurnal Teknologi (Sciences & Engineering), 78(7-3). https://doi.org/10.11113/jt.v78.9469