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بررسی آزمایشگاهی استفاده از فیلر های بازیافتی در بهبود عملکرد مخلوط آسفالت سنگدانهای | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 3، دوره 56، شماره 1، 1403، صفحه 51-74 اصل مقاله (2.33 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2024.21909.7850 | ||
| نویسندگان | ||
| احمد باصری ازغندی1؛ میثم پورعباس بیلندی* 2؛ دانیال معظمی1 | ||
| 1گروه عمران، واحد مشهد، دانشگاه آزاد اسلامی، مشهد، ایران | ||
| 2گروه عمران، دانشکده فنی و مهندسی، مجتمع اموزش عالی گناباد، گناباد، ایران | ||
| چکیده | ||
| تحقیق حاضر با هدف بررسی تاثیر نوع فیلر بر خواص مکانیکی مخلوط آسفالت ماستیک سنگدانه ای (SMA) انجام گرفته است. بدین منظور، پنج نوع فیلر، شامل فیلر سیلیسی (SF) بعنوان فیلر پایه در نمونه شاهد، سیمان پرتلند (OPC) و پودر سنگ (LSP) بعنوان فیلرهای رایج، همچنین پودر شیشه بازیافتی (RGP) و پسماند کاربید کلسیم (CCR) بعنوان فیلرهای بازیافتی، بصورت خالص یا ترکیب شده با یکدیگر مورد استفاده قرار گرفتند. به منظور بررسی استقامت مارشال (MS) و ضریب مارشال (MQ) که یکی از پارامتر های رایج اثر گذار در طراحی روسازی می باشد، از آزمایش تعیین مقاومت مارشال استفاده شده است. همچنین مقاومت در برابر ترک خوردگی و حساسیت رطوبتی آسفالت با انجام آزمایش مقاومت کششی غیرمستقیم (ITS) در حالت خشک و اشباع و نیز بدست آوردن نسبت مقاومت کششی (TSR) مورد ارزیابی قرار گرفتند. نتایج نشان دادهاند که نمونه های حاوی ترکیب فیلرهای بازیافتی، بهترین عملکرد را در ارتقای خصوصیات آسفالت SMA داشتهاند. بگونه ای که استفاده از ترکیب فیلرهای بازیافتی، سبب بهبود بخشیدن خواص مقاومتی و کاهش حساسیت رطوبتی آسفالت نسبت به نمونه های حاوی فیلر سیلیسی گردیده و مقادیر MS، MQ، ITS، و TSR را بترتیب بمیزان 36، 19، 24 و 31 درصد نسبت به بهترین نتایج متناظر بدست آمده با استفاده از فیلرهای رایج (OPC و یا LSP) افزایش داده اند. بنابر این، استفاده از ترکیبات RGP و CCR بعنوان فیلر در آسفالت SMA، علاوه بر کمک به حفاظت از محیط زیست، حفظ منابع طبیعی و صرفه جویی اقتصادی، از نظر فنی نیز می تواند در بهبود پارامتر های مقاومتی و عمر سرویس مخلوطهای آسفالتی و همچنین کاهش حساسیت رطوبتی آسفالت بسیار موثر واقع گردد. | ||
| کلیدواژهها | ||
| آسفالت سنگدانه ای؛ کاربید کلسیم پسماند؛ پودر شیشه بازیافتی؛ شیار شدگی؛ حساسیت رطوبتی | ||
| موضوعات | ||
| آسفالت پلیمری؛ پارامتر های رفتاری قیر/آسفالت؛ تکنولوژی آسفالت | ||
| عنوان مقاله [English] | ||
| Laboratory investigation on the use of recycled fillers in improving the performance of Stone Mastic Asphalt (SMA) | ||
| نویسندگان [English] | ||
| Ahmad Baseri Azghandi1؛ Meysam Pourabbas Bilondi2؛ Danial Moazami1 | ||
| 1Master of Geotechnics, Mashhad Branch, Islamic Azad University of Mashhad, Mashhad, Iran | ||
| 2Department of Civil Engineering, University of Gonabad, Mashhad, Iran | ||
| چکیده [English] | ||
| The present research was conducted with the aim of investigating the effect of the type of filler on the mechanical properties of the stone mastic asphalt (SMA). For this purpose, five types of fillers, including silica filler (SF) as the base filler in the control sample, Portland cement (OPC) and limestone powder (LSP) as common fillers, and recycled glass powder (RGP) and calcium carbide waste (CCR) as recycled fillers, were used in their pure form or combined with each other. In order to investigate the resistance of the samples against rutting, the Marshall test was used to obtain the Marshall strength (MS) and especially the Marshall coefficient (MQ). Also, resistance to cracking and moisture sensitivity was also evaluated by performing the Indirect Tensile Strength (ITS) test in dry and saturated conditions and obtaining the Tensile Strength Ratio (TSR). The results have shown that the samples containing recycled fillers had the best performance in improving the properties of SMA asphalt. such that the use of the combination of recycled fillers, in addition to improving the properties of SMA compared to samples containing silica fillers, The values of MS, MQ, ITS, and TSR have increased by 36, 19, 24, and 31%, respectively, compared to the best results obtained using common fillers (OPC or LSP). Therefore, the use of RGP and CCR compounds as fillers in SMA asphalt, in addition to helping to protect the environment, and natural resources, and economic savings, can also be technically very effective in improving the service life of asphalt mixtures. | ||
| کلیدواژهها [English] | ||
| Stone mastic asphalt, calcium carbide residue, waste glass powder, asphalt rutting, moisture sensitivity | ||
| مراجع | ||
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[1] W. Wu, W. Jiang, D. Yuan, R. Lu, J. Shan, J. Xiao, A.W. Ogbon, A review of asphalt-filler interaction: Mechanisms, evaluation methods, and influencing factors, Construction and Building Materials, 299 (2021) 124279. [2] A. Nikolaides, Highway engineering: Pavements, materials and control of quality, CRC Press, 2014. [3] K. Blazejowski, Stone matrix asphalt: Theory and practice, CRC Press, 2016. [4] G.H. Hamedi, K.G. Shamami, M.M. Pakenari, Effect of ultra-high-molecular-weight polyethylene on the performance characteristics of hot mix asphalt, Construction and Building Materials, 258 (2020) 119729. [5] R. Zhai, L. Ge, Y. Li, The effect of nano-CaCO3/styrene–butadiene rubber (SBR) on fundamental characteristic of hot mix asphalt, Road Materials and Pavement Design, 21(4) (2020) 1006-1026. [6] P. Hao, R. Zhai, Z. Zhang, X. Cao, Investigation on performance of polyphosphoric acid (PPA)/SBR compound-modified asphalt mixture at high and low temperatures, Road Materials and Pavement Design, 20(6) (2019) 1376-1390. [7] M. Gong, B. Yang, H. Zhang, Q. Sun, Comparative study on durability of different composite modified asphalt mixtures, Road Materials and Pavement Design, 22(6) (2021) 1369-1388. [8] A. Khodaii, A. Mehrara, Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test, Construction and Building Materials, 23(7) (2009) 2586-2592. [9] G.L. Baumgardner, J.R. Hardee, I.I. Negulescu, E.R. Williams, I.L. Howard, R.C.S. John, Quantitative analysis of functional polymer in recycled tyre rubber used in modified asphalt binders, Road materials and pavement design, 15(sup1) (2014) 263-278. [10] M. Ameri, S. Yeganeh, P.E. Valipour, Experimental evaluation of fatigue resistance of asphalt mixtures containing waste elastomeric polymers, Construction and Building Materials, 198 (2019) 638-649. [11] S. Ren, M. Liang, W. Fan, Y. Zhang, C. Qian, Y. He, J. Shi, Investigating the effects of SBR on the properties of gilsonite modified asphalt, Construction and Building Materials, 190 (2018) 1103-1116. [12] M. Vamegh, M. Ameri, S.F.C. Naeni, Experimental investigation of effect of PP/SBR polymer blends on the moisture resistance and rutting performance of asphalt mixtures, Construction and building materials, 253 (2020) 119197. [13] J. Wilanowicz, W. Grabowski, M. Andrzejczak, A. Chromiec, Assessment of the suitability of baghouse dusts from a dust extractor as fillers for hot-mix asphalt, Procedia Engineering, 57 (2013) 1269-1277. [14] Ş. Sargın, M. Saltan, N. Morova, S. Serin, S. Terzi, Evaluation of rice husk ash as filler in hot mix asphalt concrete, Construction and Building Materials, 48 (2013) 390-397. [15] Q. Chen, C. Wang, Z. Qiao, T. Guo, Graphene/tourmaline composites as a filler of hot mix asphalt mixture: Preparation and properties, Construction and Building Materials, 239 (2020) 117859. [16] J. Choudhary, B. Kumar, A. Gupta, Analysis and comparison of asphalt mixes containing waste fillers using a novel ranking methodology, Journal of Materials in Civil Engineering, 32(5) (2020) 04020064. [17] M.-z. Chen, J.-t. Lin, S.-p. Wu, C.-h. Liu, Utilization of recycled brick powder as alternative filler in asphalt mixture, Construction and Building Materials, 25(4) (2011) 1532-1536. [18] D. Jin, J. Wang, L. You, D. Ge, C. Liu, H. Liu, Z. You, Waste cathode-ray-tube glass powder modified asphalt materials: Preparation and characterization, Journal of Cleaner Production, 314 (2021) 127949. [19] K. Yıldız, M. Atakan, Improving microwave healing characteristic of asphalt concrete by using fly ash as a filler, Construction and Building Materials, 262 (2020) 120448. [20] J. Choudhary, B. Kumar, A. Gupta, Performance evaluation of asphalt concrete mixes having copper industry waste as filler, Transportation Research Procedia, 48 (2020) 3656-3667. [21] J. Choudhary, B. Kumar, A. Gupta, Application of waste materials as fillers in bituminous mixes, Waste management, 78 (2018) 417-425. [22] A. Gedik, An exploration into the utilization of recycled waste glass as a surrogate powder to crushed stone dust in asphalt pavement construction, Construction and Building Materials, 300 (2021) 123980. [23] M. Ghasemi, S.M. Marandi, Laboratory investigation of the properties of stone matrix asphalt mixtures modified with rgp–sbs, Digest Journal of Nanomaterials and Biostructures, 6(4) (2011) 1823-1834. [24] J. Choudhary, B. Kumar, A. Gupta, Potential utilization of construction wastes in asphalt pavements as fillers using ranking framework, Construction and Building Materials, 277 (2021) 122262. [25] A. Simone, F. Mazzotta, S. Eskandarsefat, C. Sangiorgi, V. Vignali, C. Lantieri, G. Dondi, Experimental application of waste glass powder filler in recycled dense-graded asphalt mixtures, Road Materials and Pavement Design, 20(3) (2019) 592-607. [26] Y. Chen, S. Xu, G. Tebaldi, E. Romeo, Role of mineral filler in asphalt mixture, Road materials and pavement design, 23(2) (2022) 247-286. [27] M. Arabani, S.A. Tahami, M. Taghipoor, Laboratory investigation of hot mix asphalt containing waste materials, Road Materials and Pavement Design, 18(3) (2017) 713-729. [28] M.S. Lima, L.P. Thives, Evaluation of red mud as filler in Brazilian dense graded asphalt mixtures, Construction and Building Materials, 260 (2020) 119894. [29] H. Zhang, H. Li, A. Abdelhady, N. Xie, W. Li, J. Liu, X. Liang, B. Yang, Fine solid wastes as a resource-conserving filler and their influence on the performance of asphalt materials, Journal of Cleaner Production, 252 (2020) 119929. [30] M.H. Al-Sayed, I.M. Madany, W. Al-Khaja, A. Darwish, Properties of asphaltic paving mixes containing hydrated lime waste, Waste management & research, 10(2) (1992) 183-194. [31] A.M. Awed, E.W. Tarbay, S.M. El-Badawy, A.M. Azam, Performance characteristics of asphalt mixtures with industrial waste/by-product materials as mineral fillers under static and cyclic loading, Road Materials and Pavement Design, 23(2) (2022) 335-357. [32] A. Kuity, A. Das, Effect of filler gradation on creep response of asphalt mix, Road Materials and Pavement Design, 18(4) (2017) 913-928. [33] A. Karakuş, Investigating on possible use of Diyarbakir basalt waste in Stone Mastic Asphalt, Construction and Building Materials, 25(8) (2011) 3502-3507. [34] A. Al-Hdabi, Laboratory investigation on the properties of asphalt concrete mixture with Rice Husk Ash as filler, Construction and Building Materials, 126 (2016) 544-551. [35] A. Ameli, R. Babagoli, N. Norouzi, F. Jalali, F.P. Mamaghani, Laboratory evaluation of the effect of coal waste ash (CWA) and rice husk ash (RHA) on performance of asphalt mastics and Stone matrix asphalt (SMA) mixture, Construction and Building Materials, 236 (2020) 117557. [36] H. Taherkhani, R. Bayat, Investigating the properties of asphalt concrete containing recycled brick powder as filler, European Journal of Environmental and Civil Engineering, 26(8) (2022) 3583-3593. [37] A. Dulaimi, H.K. Shanbara, H. Jafer, M. Sadique, An evaluation of the performance of hot mix asphalt containing calcium carbide residue as a filler, Construction and Building Materials, 261 (2020) 119918. [38] M. Fakhri, The effects of nano zinc oxide (ZnO) and nano reduced graphene oxide (RGO) on moisture susceptibility property of stone mastic asphalt (SMA), Case Studies in Construction Materials, 15 (2021) e00655. [39] A.H. Korayem, H. Ziari, M. Hajiloo, M. Abarghooie, P. Karimi, Laboratory evaluation of stone mastic asphalt containing amorphous carbon powder as filler material, Construction and Building Materials, 243 (2020) 118280. [40] B.V. Kök, M. Yilmaz, Y. Erkus, Effects of graphite on mechanical properties of stone mastic asphalt pavement, Journal of civil engineering and management, 23(8) (2017) 1013-1020. [41] M. Chen, J. Lin, S. Wu, Potential of recycled fine aggregates powder as filler in asphalt mixture, Construction and building materials, 25(10) (2011) 3909-3914. [42] A. Woszuk, L. Bandura, W. Franus, Fly ash as low cost and environmentally friendly filler and its effect on the properties of mix asphalt, Journal of Cleaner Production, 235 (2019) 493-502. [43] Y. Cheng, J. Tao, Y. Jiao, G. Tan, Q. Guo, S. Wang, P. Ni, Influence of the properties of filler on high and medium temperature performances of asphalt mastic, Construction and Building Materials, 118 (2016) 268-275. [44] A.M. Babalghaith, S. Koting, N.H.R. Sulong, M.R. Karim, B.M. AlMashjary, Performance evaluation of stone mastic asphalt (SMA) mixtures with palm oil clinker (POC) as fine aggregate replacement, Construction and building materials, 262 (2020) 120546. [45] A. Modarres, M. Rahmanzadeh, Effect of Coal-waste Filler and its Ash on Strength and Durability of Hot-mix Asphalt in Comparison to Limestone Powder, Transportation Infrastructure Engineering, 1(1) (2015) 55-65. (in Persian). [46] M. Chen, J. Zheng, F. Li, S. Wu, J. Lin, L. Wan, Thermal performances of asphalt mixtures using recycled tyre rubber as mineral filler, Road Materials and Pavement Design, 16(2) (2015) 379-391. [47] M.J. Choi, Y.J. Kim, H.J. Kim, J.J. Lee, Performance evaluation of the use of tire-derived fuel fly ash as mineral filler in hot mix asphalt concrete, Journal of Traffic and Transportation Engineering (English Edition), 7(2) (2020) 249-258. [48] X. Hu, N. Wang, P. Pan, T. Bai, Performance evaluation of asphalt mixture using brake pad waste as mineral filler, Construction and Building Materials, 138 (2017) 410-417. [49] F. Giuliani, F. Merusi, G. Polacco, S. Filippi, M. Paci, Effectiveness of sodium chloride-based anti-icing filler in asphalt mixtures, Construction and Building Materials, 30 (2012) 174-179. [50] C. Sangiorgi, P. Tataranni, A. Simone, V. Vignali, C. Lantieri, G. Dondi, Assessment of waste bleaching clay as alternative filler for the production of porous asphalts, Construction and Building Materials, 109 (2016) 1-7. [51] J. Yi, Y. Cao, D. Feng, Y. Huang, Characterization of zirconium tungstate filler and performance investigation on asphalt mastic made with zirconium tungstate filler, Construction and Building Materials, 125 (2016) 387-397. [52] M. Arabani, S. Babamohammadi, A. Azarhoosh, Experimental investigation of seashells used as filler in hot mix asphalt, International Journal of Pavement Engineering, 16(6) (2015) 502-509. [53] H. Taherkhani, Evaluation and Comparison of the Properties of Asphalt Concrete Containing Recycled Brick and Glass Powder as Filler, Journal of Transportation Research, 12(2) (2015) 157. (in Persian). [54] A. Mansourian, M. Molaee, Evaluation of Rutting Resistance of Stone Mastic Asphalt Containing Crumb Rubber and Glass Cullet, Transportation Infrastructure Engineering, 1(2) (2015) 77-86. (in Persian). [55] R. Beyrami, G.H. Hamedi, B. Golchin, Evaluation the Effect of Glass Wastes and Metal Oxides Nanoparticles on the Stripping Strength of Asphalt Mixtures, Transportation Research Procedia, 15(4) (2018) 97-112. (in Persian). [56] M.P. Bilondi, M.M. Toufigh, V. Toufigh, Using calcium carbide residue as an alkaline activator for glass powder–clay geopolymer, Construction and Building Materials, 183 (2018) 417-428. [57] N. Makaratat, C. Jaturapitakkul, T. Laosamathikul, Effects of calcium carbide residue–fly ash binder on mechanical properties of concrete, Journal of Materials in Civil Engineering, 22(11) (2010) 1164-1170. | ||
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