Analysis and Comparison of Moisture Sensitivity and Mechanical Strength of Asphalt Mixtures Containing Additives and Carbon Reinforcement

Document Type : Original Article

Authors

1 Civil Engineering Department, Iran University of Science and Technology, Tehran, Iran.

2 Bitumen and Asphalt Department, Road, housing and Urban Development Research Center, Tehran, Iran.

Abstract

Structural weakness in asphalt stems from the weakness of two components of asphalt, namely bitumen and stone materials. For many decades, various additives have been used to modify bitumen as well as various fibers to create a proper bond between bitumen and aggregates. The use of additives that have structural similarities or components with bitumen has also received more attention in recent years by various researchers. Carbon is one of the materials that can be described as very similar to bitumen. This material has recently been used in both pure and fiber forms for research on concrete. In this research, the addition of this material in fibers and powder combined with bitumen has been studied and compared. Experiments such as modulus of resistance, indirect tensile strength, and Marshall Strength have been used to evaluate asphalt mixtures' properties. This study showed that the use of carbon in both fibers and powder would bring positive results for asphalt mixtures.

Keywords

Main Subjects


[1] Shaker H, Bigdeli Rad H. Evaluation and Simulation of New Roundabouts Traffic Parameters by Aimsun Software. Journal of Civil Engineering and Materials Application. 2018 Sep 1;2(3):146-58. [View at Google Scholar] ;[View at Publisher]
[2] Rada, V. B., & Ngaha, I. B. Public Spaces and Effective Factors on Social Interactions, International Journal of Current Engineering and Technology. 2013 ,2(1):184-188. [View at Google Scholar] ;[View at Publisher]
[3] Maleki S, Bigdeli Rad V. Social Sustainability Measures for Rural Areas in Iran. Space Ontology International Journal. 2017 Mar 1;6(1):79-84. [View at Google Scholar] ; [View at Publisher]
[4] Najafpour H, Rad VB, Lamit HB. The systematic review on sense of security in urban neighborhoods. Life Science Journal. 2014;11(10). [View at Google Scholar] ; [View at Publisher]
[5] Rad VB, Najafpour H, Ngah I, Shieh E, Rad HB, Qazvin I. The Systematic Review on Physical Activity in Urban Neighborhoods. Life Science Journal. 2014;11(9). [View at Google Scholar] ; [View at Publisher]
[6] AFANDI ZS, BIGDELI RH, SHAKER H. Using optimization and metaheuristic method to reduce the bus headway (Case study: Qazvin Bus Routes). [View at Google Scholar] ; [View at Publisher]
[7] Ameri A, Bigdeli Rad H, Shaker H, Ameri M. Cellular Transmission and Optimization Model Development to Determine the Distances between Variable Message Signs. Journal of Transportation Infrastructure Engineering. 2020 Jul 5. [View at Google Scholar] ; [View at Publisher]
[8] Bikomeye JC, Balza J, Beyer KM. The Impact of Schoolyard Greening on Children’s Physical Activity and Socioemotional Health: A Systematic Review of Experimental Studies. International Journal of Environmental Research and Public Health. 2021 Jan;18(2):535. [View at Google Scholar] ; [View at Publisher]
[9] Najafpour H, Bigdeli Rad V, Lamit H, Fitry SM. The Systematic Review on Quality Of life in urban neighborhoods. Life Sci J. 2014;11(7):355-64. [View at Google Scholar] ; [View at Publisher]
[10] Bigdeli Rad H, Bigdeli Rad V. A Survey on the Rate of Public Satisfaction about Subway Facilities in the City of Tehran Using Servqual Model. Space Ontology International Journal. 2018 Mar 1;7(1):9-15. [View at Google Scholar] ; [View at Publisher]
[11] Abdi A, Bigdeli Rad H, Azimi E. Simulation and analysis of traffic flow for traffic calming. InProceedings of the Institution of Civil Engineers-Municipal Engineer 2017 Mar (Vol. 170, No. 1, pp. 16-28). Thomas Telford Ltd. [View at Google Scholar] ; [View at Publisher]
[12] Rad VB, Najafpour H, Ngah I, Shieh E, Rashvand P, Rad HB. What Are The Safety Factors Associating with Physical Activity in Urban Neighborhoods?(A Systematic Review). J. Appl. Environ. Biol. Sci. 2015;5(3):259-66. [View at Google Scholar] ; [View at Publisher]
[13] Abdi A, Mosadeq Z, Bigdeli Rad H. Prioritizing Factors Affecting Road Safety Using Fuzzy Hierarchical Analysis. Journal of Transportation Research. 2020 Sep 22;17(3):33-44. [View at Google Scholar] ; [View at Publisher]
[14] Kordani AA, Bigdelirad H, Boroomandrad SM. Scheduling of Bus Fleet Departure Time Based on Mathematical Model of Number of Bus Stops for Municipality Bus Organization. International Journal of Urban and Civil Engineering. 2019 Aug 3;13(9):610-3. [View at Google Scholar] ; [View at Publisher]
[15] Bigdeli Rad V, Najafpour H, Shieh E, Bigdeli Rad H. Questionnaire Design: Relation of Physical Activity and Safety. Iust 2019 Jun 10;29(1):113-23. [View at Google Scholar] ;[View at Publisher]
[16] Chen Z, Wu S, Wen J, Zhao M, Yi M, Wan J. Utilization of gneiss coarse aggregate and steel slag fine aggregate in asphalt mixture. Construction and Building Materials. 2015 Sep 15;93:911-8. [View at Google Scholar] ; [View at Publisher]
[17] Jahanian HR, Shafabakhsh GH, Divandari H. Performance evaluation of Hot Mix Asphalt (HMA) containing bitumen modified with Gilsonite. Construction and Building Materials. 2017 Jan 30;131:156-64. [View at Google Scholar] ; [View at Publisher]
[18] Ameri A, Ameri M, Shaker H, Karamroudi M. Laboratory Evaluating of Physical and rheological properties of modified bitumen Containing Crumb rubber and EVA. Journal of Transportation Infrastructure Engineering. 2020 Oct 22;6(3):1-2. [View at Google Scholar] ; [View at Publisher]
[19] Yilmaz M, Yalcin E. The effects of using different bitumen modifiers and hydrated lime together on the properties of hot mix asphalts. Road Materials and Pavement Design. 2016 Apr 2;17(2):499-511. [View at Google Scholar] ; [View at Publisher]
[20] Fakhri M, Ahmadi A. Evaluation of fracture resistance of asphalt mixes involving steel slag and RAP: Susceptibility to aging level and freeze and thaw cycles. Construction and Building Materials. 2017 Dec 30;157:748-56. [View at Google Scholar] ; [View at Publisher]
[21] Morova N. Investigation of usability of basalt fibers in hot mix asphalt concrete. Construction and Building Materials. 2013 Oct 1;47:175-80. [View at Google Scholar] ; [View at Publisher]
[22] Adhikari B, De D, Maiti S. Reclamation and recycling of waste rubber. Progress in polymer science. 2000 Sep 1;25(7):909-48. [View at Google Scholar] ; [View at Publisher]
[23] Ameri M, Mohammadi R, Mousavinezhad M, Ameri A, Shaker H, Fasihpour A. Evaluating Properties of Asphalt Mixtures Containing polymers of Styrene Butadiene Rubber (SBR) and recycled Polyethylene Terephthalate (rPET) against Failures Caused by Rutting, Moisture and Fatigue. Frattura ed Integrità Strutturale. 2020 Jul 19;14(53):177-86. [View at Google Scholar] ; [View at Publisher]
[24] Liu S, Cao W, Fang J, Shang S. Variance analysis and performance evaluation of different crumb rubber modified (CRM) asphalt. Construction and Building Materials. 2009 Jul 1;23(7):2701-8. [View at Google Scholar] ; [View at Publisher]
[25] Kök BV, Çolak H. Laboratory comparison of the crumb-rubber and SBS modified bitumen and hot mix asphalt. Construction and Building Materials. 2011 Aug 1;25(8):3204-12. [View at Google Scholar] ; [View at Publisher]
[26] Ameri M, Shaker H, Badarloo B, Jafari F. Numerical and Experimental Investigation on the Modified of Hot Mix Asphalt Concrete Containing Crumb Rubber and Waste Pet. Tehnički vjesnik. 2020 Aug 15;27(4):1186-93. [View at Google Scholar] ; [View at Publisher]
[27] Ziaee SA, Behnia K. Evaluating the effect of electric arc furnace steel slag on dynamic and static mechanical behavior of warm mix asphalt mixtures. Journal of Cleaner Production. 2020 Nov 20;274:123092. [View at Google Scholar] ; [View at Publisher]
[28] Arabani M, Azarhoosh AR. The effect of recycled concrete aggregate and steel slag on the dynamic properties of asphalt mixtures. Construction and Building Materials. 2012 Oct 1;35:1-7. [View at Google Scholar] ; [View at Publisher]
[29] Fu J, Liu HB, Cheng YC. Mechanical parameter measuring and contrastive analysis on pavement performance of glass fiber reinforced bituminous mixtures. InInternational Conference on Transportation Engineering 2007 2007 (pp. 425-430). [View at Google Scholar] ; [View at Publisher]
[30] Behforouz B, Balkanlou VS, Naseri F, Kasehchi E, Mohseni E, Ozbakkaloglu T. Investigation of eco-friendly fiber-reinforced geopolymer composites incorporating recycled coarse aggregates. International Journal of Environmental Science and Technology. 2020 Jun;17(6):3251-60. [View at Google Scholar] ; [View at Publisher]
[31] Kim S, Sholar GA, Byron T, Kim J. Performance of polymer-modified asphalt mixture with reclaimed asphalt pavement. Transportation research record. 2009;2126(1):109-14. [View at Google Scholar] ; [View at Publisher]
[32] Farazmand P, Hayati P, Shaker H, Rezaei S. Relationship between microscopic analysis and quantitative and qualitative indicators of moisture susceptibility evaluation of warm-mix asphalt mixtures containing modifiers. Frattura ed Integrità Strutturale. 2020;14(51):215-24. [View at Google Scholar] ; [View at Publisher]
[33] Ameri M, Vamegh M, Amiri I, Cahvoshian Naeni SF. Moisture Sensitivity Evaluation of Modified hot mix asphalt with Zycotherm and Evonic. Quarterly Journal of Transportation Engineering. 2018 Jan 21;9(special):27-42. [View at Google Scholar] ; [View at Publisher]
[34] American Society for Testing and Materials, (2000) "Standard test method for resistance to plastic flow of bituminous mixtures using Marshall Apparatus", ASTM D1559, West Conshohocken, PA, USA. [View at Publisher]
[35] American Society for Testing and Materials, (1996) "Standard test method for indirect tension test for resilient modulus of bituminous mixtures", ASTM D 4123-82, West Conshohocken, PA, USA. [View at Google Scholar] ; [View at Publisher]
[36] American Association of State Highway and Transportation Officials (2000) "Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage", Aashto T283-99, Washington, DC, USA. [View at Publisher]