International Journal of Advanced Technology and Engineering Exploration (IJATEE) ISSN (P): 2394-5443 ISSN (O): 2394-7454 Vol - 10, Issue - 103, June 2023
  1. 1
    Google Scholar
Effect on stability of asphalt using COVID-19 single use face mask and saline tube waste

Ananthakumar Ayyadurai, Saravanan M M and Devi M

Abstract

During the COVID-19 pandemic, there was a significant increase in the production of single-use face masks and saline tubes, leading to a considerable rise in biomedical waste pollution and its adverse effects on the environment. To address this issue, the utilization of shredded face masks and saline tubes as additives in asphalt mixtures was proposed in this study, aiming to reduce the pollution caused by excessive biological waste. The effects of incorporating shredded face masks and saline tubes into the asphalt mixture were investigated. Different percentages of single-use face masks (1%, 1.25%, 1.50%, 1.75%, and 2%) and waste saline tubes (0.5%, 1%, 1.5%, 2%, and 2.5%) were used to partially replace coarse aggregate and asphalt. Additionally, filler materials such as Metakaolin and M-sand were employed. Preliminary tests were conducted on bitumen, fine aggregate, and coarse aggregate. The dispersion of waste face masks and saline tubes within the asphalt mixture was examined using a scanning electron microscope (SEM). The influence of the face mask and saline tube content on the asphalt mixture was evaluated through a Marshall stability test. Various combinations were analyzed, and their results were compared to those of the existing mixture. Based on the tested ratios, the mix proportion of 1.25% shredded face masks and 1% waste saline tubes (1.25FM1ST) produced the optimum results in terms of stability and performance. The utilization of shredded face masks and saline tubes as additives in asphalt mixtures offered a promising solution for reducing pollution caused by the growing biomedical waste associated with the COVID-19 pandemic. Further research and implementation of this approach could contribute to sustainable waste management practices while maintaining the performance and durability of asphalt pavements.

Keyword

Shredded face mask, Saline tube, Metakaolin, Asphalt mixture, Marshal stability test.

Cite this article

Ayyadurai A, SaravananDevi M

Refference

[1][1]Ahmadinia E, Zargar M, Karim MR, Abdelaziz M, Shafigh P. Using waste plastic bottles as additive for stone mastic asphalt. Materials & Design. 2011; 32(10):4844-9.

[2][2]Rahman WM, Wahab AF. Green pavement using recycled polyethylene terephthalate (PET) as partial fine aggregate replacement in modified asphalt. Procedia Engineering. 2013; 53:124-8.

[3][3]Santos J, Cerezo V, Soudani K, Bressi S. A comparative life cycle assessment of hot mixes asphalt containing bituminous binder modified with waste and virgin polymers. Procedia Cirp. 2018; 69:194-9.

[4][4]Fang C, Zhang Y, Yu Q, Zhou X, Guo D, Yu R, et al. Preparation, characterization and hot storage stability of asphalt modified by waste polyethylene packaging. Journal of Materials Science & Technology. 2013; 29(5):434-8.

[5][5]Taghipoor M, Tahami A, Forsat M. Numerical and laboratory investigation of fatigue prediction models of asphalt containing glass wastes. International Journal of Fatigue. 2020; 140:1-10.

[6][6]Garcia-morales M, Partal P, Navarro FJ, Gallegos C. Effect of waste polymer addition on the rheology of modified bitumen. Fuel. 2006; 85(7-8):936-43.

[7][7]Polacco G, Berlincioni S, Biondi D, Stastna J, Zanzotto L. Asphalt modification with different polyethylene-based polymers. European Polymer Journal. 2005; 41(12):2831-44.

[8][8]Yin J, Wu W. Utilization of waste nylon wire in stone matrix asphalt mixtures. Waste Management. 2018; 78:948-54.

[9][9]Leng Z, Sreeram A, Padhan RK, Tan Z. Value-added application of waste PET based additives in bituminous mixtures containing high percentage of reclaimed asphalt pavement (RAP). Journal of Cleaner Production. 2018; 196:615-25.

[10][10]Movilla-quesada D, Raposeiras AC, Silva-klein LT, Lastra-gonzález P, Castro-fresno D. Use of plastic scrap in asphalt mixtures added by dry method as a partial substitute for bitumen. Waste Management. 2019; 87:751-60.

[11][11]Naveed M, Raza MA, Mehmood R. Performance analyses of conventional hot mix asphalt with waste additives. Case Studies in Construction Materials. 2022; 16:e00850.

[12][12]Mashaan NS, Chegenizadeh A, Nikraz H, Rezagholilou A. Investigating the engineering properties of asphalt binder modified with waste plastic polymer. Ain Shams Engineering Journal. 2021; 12(2):1569-74.

[13][13]Wang G, Li J, Saberian M, Rahat MH, Massarra C, Buckhalter C, et al. Use of COVID-19 single-use face masks to improve the rutting resistance of asphalt pavement. Science of the Total Environment. 2022; 826:154118.

[14][14]Shafabakhsh GH, Sadeghnejad M, Sajed Y. Case study of rutting performance of HMA modified with waste rubber powder. Case Studies in Construction Materials. 2014; 1:69-76.

[15][15]Le VP. Performance of asphalt binder containing sugarcane waste molasses in hot mix asphalt. Case Studies in Construction Materials. 2021; 15:1-8.

[16][16]Genet MB, Sendekie ZB, Jembere AL. Investigation and optimization of waste LDPE plastic as a modifier of asphalt mix for highway asphalt: case of Ethiopian roads. Case Studies in Chemical and Environmental Engineering. 2021; 4:100150.

[17][17]Qasim GJ, Hussein ZM, Banyhussan QS. Evaluating the mechanical performance of hot asphalt mixtures modified with metakaolin as filler. Periodicals of Engineering and Natural Sciences. 2020; 8(1):113-24.

[18][18]Chu HH, Almohana AI, Qasmarrogy GA, Almojil SF, Alali AF, Almoalimi KT, et al. Experimental investigation of performance properties of asphalt binder and stone matrix asphalt mixture using waste material and warm mix additive. Construction and Building Materials. 2023; 368:130397.

[19][19]Xu G, Yao Y, Ma T, Hao S, Ni B. Experimental study and molecular simulation on regeneration feasibility of high-content waste tire crumb rubber modified asphalt. Construction and Building Materials. 2023; 369:130570.

[20][20]Mahpour A, Alipour S, Khodadadi M, Khodaii A, Absi J. Leaching and mechanical performance of rubberized warm mix asphalt modified through the chemical treatment of hazardous waste materials. Construction and Building Materials. 2023; 366:130184.

[21][21]You L, Long Z, You Z, Ge D, Yang X, Xu F, et al. Review of recycling waste plastics in asphalt paving materials. Journal of Traffic and Transportation Engineering. 2022; 9(5):742-64.

[22][22]Ma T, Wang H, He L, Zhao Y, Huang X, Chen J. Property characterization of asphalt binders and mixtures modified by different crumb rubbers. Journal of Materials in Civil Engineering. 2017; 29(7):04017036.

[23][23]Bansal S, Misra AK, Bajpai P. Evaluation of modified bituminous concrete mix developed using rubber and plastic waste materials. International Journal of Sustainable Built Environment. 2017; 6(2):442-8.

[24][24]Sheng Y, Li H, Geng J, Tian Y, Li Z, Xiong R. Production and performance of desulfurized rubber asphalt binder. International Journal of Pavement Research and Technology. 2017; 10(3):262-73.

[25][25]Tian P, Shukla A, Nie L, Zhan G, Liu S. Characteristics’ relation model of asphalt pavement performance based on factor analysis. International Journal of Pavement Research and Technology. 2018; 11(1):1-2.

[26][26]Ragab M, Abdelrahman M. Enhancing the crumb rubber modified asphalt’s storage stability through the control of its internal network structure. International Journal of Pavement Research and Technology. 2018; 11(1):13-27.

[27][27]Xu L, Dara Y, Magar S, Badughaish A, Xiao F. Morphological and rheological investigation of emulsified asphalt/polymer composite based on gray-level co-occurrence matrix. International Journal of Transportation Science and Technology. 2023.

[28][28]Yaro NS, Sutanto MH, Habib NZ, Napiah M, Usman A, Jagaba AH, et al. Application and circular economy prospects of palm oil waste for eco-friendly asphalt pavement industry: a review. Journal of Road Engineering. 2022; 2(4):309-31.

[29][29]Feng D, Cao J, Gao L, Yi J. Recent developments in asphalt-aggregate separation technology for reclaimed asphalt pavement. Journal of Road Engineering. 2022; 2(4):332-47.

[30][30]Feng X, Liang H, Dai Z. Rheological properties and microscopic mechanism of waste cooking oil activated waste crumb rubber modified asphalt. Journal of Road Engineering. 2022; 2(4):357-68.

[31][31]Jia H, Sheng Y, Guo P, Underwood S, Chen H, Kim YR, et al. Effect of synthetic fibers on the mechanical performance of asphalt mixture: a review. Journal of Traffic and Transportation Engineering (English Edition). 2023: 1-18.

[32][32]Sakthivel SN, Kathuria A, Singh B. Utilization of inferior quality aggregates in asphalt mixes: a systematic review. Journal of Traffic and Transportation Engineering. 2022; 9(5):864-79.

[33][33]Meng Y, Zhang C, Liu Z, Ling L, Lei J, Fang G, et al. Recycling of waste printed circuit boards: effect of PCB on aging resistance property of SBR modified asphalt. Journal of Building Engineering. 2023; 72:106617.

[34][34]Guha AH, Assaf GJ. Effect of portland cement as a filler in hot-mix asphalt in hot regions. Journal of Building Engineering. 2020; 28:101036.

[35][35]Lin G, Zhang L, Cheng P, Yu X, Miao C, Qian K, et al. Application potential of granite cutting waste and tunnel excavation rock as fine aggregates in cement-based materials based on surface characteristics. Journal of Building Engineering. 2022; 62:105380.

[36][36]Wang J, Guo M, Tan Y. Study on application of cement substituting mineral fillers in asphalt mixture. International Journal of Transportation Science and Technology. 2018; 7(3):189-98.

[37][37]Gopalam J, Giri JP, Panda M. Effect of filler on bituminous base layer containing recycled concrete aggregates. International Journal of Transportation Science and Technology. 2020; 9(3):239-48.

[38][38]Jia M, Sha A, Jiang W, Li X, Jiao W. Developing a solid–solid phase change heat storage asphalt pavement material and its application as functional filler for cooling asphalt pavement. Energy and Buildings. 2023; 285:112935.

[39][39]Sha A, Zhang J, Jia M, Jiang W, Jiao W. Development of polyurethane-based solid-solid phase change materials for cooling asphalt pavements. Energy and Buildings. 2022; 259:111873.

[40][41]Li Y, Hu X, Zhao Y, Zhu G, Wang N, Pan P, et al. Performance evaluation of asphalt mixture using brake pad waste as aggregate. Case Studies in Construction Materials. 2022;17: e01639.

[41][41]Li B, Liu W, Nan X, Yang J, Tu C, Zhou L. Development of rejuvenator using waste vegetable oil and its influence on pavement performance of asphalt binder under ultraviolet aging. Case Studies in Construction Materials. 2023;18: e01964.

[42][42]Liu K, Xu P, Wang F, You L, Zhang X, Fu C. Assessment of automatic induction self-healing treatment applied to steel deck asphalt pavement. Automation in Construction. 2022; 133:104011.