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بررسی تأثیر یخزداها بر مشخصات ویسکوالاستیک ماستیک آسفالتی | ||
| نشریه مهندسی عمران امیرکبیر | ||
| مقاله 9، دوره 55، شماره 10، دی 1402، صفحه 2113-2134 اصل مقاله (2.72 M) | ||
| نوع مقاله: مقاله پژوهشی | ||
| شناسه دیجیتال (DOI): 10.22060/ceej.2023.22003.7877 | ||
| نویسندگان | ||
| پیمان میرزابابائی؛ پوریا حاجی کریمی؛ فریدون مقدس نژاد* | ||
| دانشکده مهندسی عمران و محیطزیست، دانشگاه صنعتی امیرکبیر (پلیتکنیک تهران)، تهران، ایران | ||
| چکیده | ||
| دستیابی به یک روسازی ماندگار مستلزم عوامل بسیاری است که در بین آنها نگهداری زمستانی از اهمیت بالایی برخوردار است. در دهههای گذشته استفاده از مواد شیمیایی برای یخزدایی بسیار شایع بوده ولی استفاده از آنها باعث بروز خرابی در بسیاری از زیرساختهای حملونقل شدهاست. در پژوهش پیش رو، جهت بررسی تأثیر یخزداها بر روسازی آسفالتی، از نمونههای ماستیک آسفالتی به دلیل تأثیر بسیار زیادی که روی مشخصات ویسکوالاستیک مخلوط آسفالتی دارند، استفاده شد. نمونهها به مدت 96 ساعت و در دمای 60 درجه سانتیگراد در محلولهای آب مقطر، سدیم کلراید، کلسیم منیزیم استات و پتاسیم استات فرآوری رطوبتی شدند و یک نمونه بهعنوان شاهد و بدون عملآوری در نظر گرفته شد. سپس کل نمونهها تحت آزمایش جاروب فرکانس قرار گرفتند و مدل ویسکوالاستیک 2S2P1D روی دادههای بهدستآمده از آزمایش برازش شد. بررسی نتایج آزمایش و پارامترهای مدل نشان داد فرآوری رطوبتی در محلول سدیم کلراید باعث نرم شدگی ماستیک آسفالتی میشود. کلسیم منیزیم استات مقدار *G را در فرکانسهای پایین بارگذاری (دماهای بالا) افزایش میدهد. تأثیر این یخزدا روی پارامتر خستگی بسیار وابسته به فرکانس بارگذاری است، به نحوی که هر چقدر فرکانس بارگذاری پایینتر باشد، مقاومت ماستیک در برابر خرابی خستگی کمتر میشود. پتاسیم استات باعث افزایش مقدار *G ماستیک آسفالتی در دماهای میانه و بالا میشود. همچنین، تمامی یخزداها باعث کاهش مقاومت ماستیک آسفالتی در برابر خرابی شیار شدگی میشوند و در بین آنها کلسیم منیزیم استات بیشترین اثر مخرب را دارد. | ||
| کلیدواژهها | ||
| ویسکوالاستیسیته؛ مدل 2S2P1D؛ ماستیک آسفالتی؛ مواد یخزدا؛ نگهداری زمستانی راهها | ||
| موضوعات | ||
| پارامتر های رفتاری قیر/آسفالت؛ راه و ترابری و حمل و نقل - روسازی انعطاف پذیر | ||
| عنوان مقاله [English] | ||
| Investigation of the effect of deicers on viscoelastic properties of asphalt mastics | ||
| نویسندگان [English] | ||
| Peyman Mirzababaei؛ Pouria Hajikarimi؛ Fereidoon Moghadas Nejad | ||
| Department of Civil and Environmental Engineering, Amirkabir University of Technology (Tehran Polytechnic), Tehran, Iran | ||
| چکیده [English] | ||
| Achieving perpetual pavements requires many factors, among which winter road maintenance is of great importance. In the past decades, the use of chemical deicers has been very common, but their use caused damage to many transportation infrastructures. In the present study, to investigate the effect of deicers on asphalt pavement, asphalt mastic samples were used due to their great influence on the viscoelastic characteristics of asphalt mixtures. The samples were conditioned for 96 hours at 60°C in solutions of distilled water, salt, Calcium magnesium acetate, and Potassium acetate, and one sample was considered as a control, without conditioning. Then, all the samples were tested by frequency sweep test and the 2S2P1D viscoelastic model was fitted on the data. Analyzing the test results and model parameters showed that conditioning in brine solution softens the asphalt mastic samples. Calcium magnesium acetate increases the G* parameter at low loading frequencies (high temperatures). The effect of this deicer on the fatigue parameter is highly dependent on the loading frequency. The lower the loading frequency, the lower the mastic's resistance to fatigue failure. Potassium acetate increases the G* of mastic samples at medium and high temperatures. Also, all the deicers reduce the resistance of samples against rutting damage, and among them, Calcium magnesium acetate has the most damaging effect. | ||
| کلیدواژهها [English] | ||
| Viscoelasticity, 2S2P1D model, asphalt mastic, deicer, winter road maintenance | ||
| مراجع | ||
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[1] C. Environment, Road Salts, Priority Substances List Assessment Resport, (2001) 181-181. [2] W. Lewis Jr, Magnesium chloride deicer: a literature review with emphasis on the State of Colorado, Final Report, Colorado Department of Transportation, Denver Colorado, (1997). [3] W.M. Lewis, W.E. Analysts, Studies of environmental effects of magnesium chloride deicer in Colorado, Colorado Department of Transportation, Research Branch, 1999. [4] Y. Xi, Z. Xie, Corrosion effects of magnesium chloride and sodium chloride on automobile components, Colorado Department of Transportation, Research [Branch], 2002. [5] X. Shi, L. Fay, C. Gallaway, K. Volkening, M.M. Peterson, T. Pan, A. Creighton, C. Lawlor, S. Mumma, Y. Liu, T.A. Nguyen, Evaluation of alternative anti-icing and de-icing compounds using sodium chloride and magnesium chloride as baseline deicers, (February) (2009). [6] F. Nilsson, Durability problems on Nordic airfields-the influence of deicing agents on asphalt concrete, 2003. [7] V. Alatyppö, P. Jauhiainen, J. Valtonen, Conclusions—Finnish Deicing Project, Helsinki University of Technology, Laboratory of Highway Engineering, Helsinki, Finland, (2005). [8] V. Alatyppö, J. Valtonen, Experiences on the effects of de-icing chemicals on bituminous airfield runways in Finland, 2005. [9] Starck, Löfgren - 2007 - Influence of de-icing agents on the viscoelastic properties of asphalt mastics. [10] Y. Hassan, A.O. Abd El Halim, A.G. Razaqpur, Laboratory Evaluation and Assessment of the Effect of Runway Deicers on the Mechanical Properties of Asphalt Concrete Mixes Subjected to Freeze-Thaw Cycles, Safety and Security, Civil Aviation, Aerodrome Safety, Technical Evaluation Engineering Division, Transport Canada, Ontario, ON, Canada, (2000). [11] Y. Hassan, A.O. Abd El Halim, A.G. Razaqpur, W. Bekheet, M.H.J.J.o.t.e. Farha, Effects of runway deicers on pavement materials and mixes: comparison with road salt, 128(4) (2002) 385-391. [12] D. Feng, J. Yi, D. Wang, L. Chen, Impact of salt and freeze–thaw cycles on performance of asphalt mixtures in coastal frozen region of China, Cold Regions Science and Technology, 62(1) (2010) 34-41. [13] R.W. Eck, M.A. Usmen, W.A. Sack, I. Arar, A. Atefi, Evaluation of the Effect of Natural Brine Deicing Agents on Pavement Materials, Transportation Research Record, 933 (1983) 24-24. [14] S.m. Asgharzadeh, N. Tababaee, K. Naderi, M.N. Partl, Evaluation of rheological master curve models for bituminous binders, (2015) 393-406. [15] F. Olard, H.D. Benedetto, F. Olard, H. Di, Road Materials and Pavement Design General “ 2S2P1D ” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and Mixes General “ 2S2P1D ” Model and Relation Between the Linear Viscoelastic Behaviours of Bituminous Binders and, (November 2014) (2011) 37-41. [16] X. Shi, L. Fay, C. Gallaway, K. Volkening, M.M. Peterson, T. Pan, A. Creighton, C. Lawlor, S. Mumma, Y.J.C.D.o.T.D.A.R. Liu, I. Branch, Evaluation of alternative anti-icing and deicing compounds using sodium chloride and magnesium chloride as baseline deicers—Phase I, (2009). [17] B. Amini, R. Hazrati, Functional comparison of Calcium Magnesium Acetate with sand and salt as a deicer in winter, First national conference of roadway & railway accident, (2009). [18] P. Starck, B. Löfgren, Influence of de-icing agents on the viscoelastic properties of asphalt mastics, Journal of Materials Science, 42(2) (2007) 676-685. [19] ASTM D5581, Standard Test Method for Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus (6 in. Diameter Specimen), 2021. [20] ASTM D2726, Standard Test Method for Bulk Specific Gravity and Density of Non-Absorptive Compacted Bituminous Mixtures, 2011. [21] ASTM D2041, Standard Test Method for Theoretical Maximum Specific Gravity and Density of Bituminous Paving Mixtures, 2010. [22] B.S. Underwood, Y.R. Kim, Experimental investigation into the multiscale behaviour of asphalt concrete, International Journal of Pavement Engineering, 12(4) (2011) 357-370. [23] Q. Lu, Investigation of conditions for moisture damage in asphalt concrete and appropriate laboratory test methods, University of California, Berkeley, 2005. [24] Q. Lu, J.T. Harvey, Inclusion of moisture effect in fatigue test for asphalt pavements, in, 2008, pp. 498-504. [25] Q. Lu, J.T. Harvey, Evaluation of moisture sensitivity of hot mix asphalt by flexural beam fatigue test, in, 2006, pp. 124-133. [26] Q. Lu, C.L.M. John T. Harvey, Investigation of Conditions for Moisture Damage in Asphalt Concrete and Appropriate Laboratory Test Methods: Summary Report, 2007. [27] D. Christensen, J. Mallela, D. Hein, E. Kalberer, M. Farrar, R. Bonaquist, Effect of deicing and anti-icing chemicals on HMA airfield runways, 2010. [28] AASHTO T342-11, Standard Method of Test for Determining Dynamic Modulus of Hot-Mix Asphalt Concrete Mixtures, (2019). [29] S. Caro, E. Masad, A. Bhasin, D.N. Little, Moisture susceptibility of asphalt mixtures, Part 1: mechanisms, International Journal of Pavement Engineering, 9(2) (2008) 81-98. [30] N. Kringos, T. Scarpas, C. Kasbergen, P. Selvadurai, Modelling of combined physical–mechanical moisture-induced damage in asphaltic mixes, Part 1: governing processes and formulations, International Journal of Pavement Engineering, 9(2) (2008) 115-128. [31] Y.-R. Kim, D. Little, R. Lytton, Effect of moisture damage on material properties and fatigue resistance of asphalt mixtures, Transportation research record: journal of the transportation research board, (1891) (2004) 48-54. [32] Modelling the Linear Viscoelastic Rheological Properties of Bituminous Binders, (April) (2012). [33] F. Olard, H. Di Benedetto, General “2S2P1D” model and relation between the linear viscoelastic behaviours of bituminous binders and mixes, Road materials and pavement design, 4(2) (2003) 185-224. [34] C.V. Phan, H. Di Benedetto, C. Sauzéat, D. Lesueur, S. Pouget, Influence of hydrated lime on linear viscoelastic properties of bituminous mastics, Mechanics of Time-Dependent Materials, 24(1) (2020) 25-40. [35] N.I.M. Yusoff, D. Mounier, G. Marc-Stéphane, M.R. Hainin, G.D. Airey, H. Di Benedetto, Modelling the rheological properties of bituminous binders using the 2S2P1D Model, Construction and Building Materials, 38 (2013) 395-406. [36] W. Jiantao, N.I.M. Yusoff, F.M. Jakarni, M.R. Hainin, Correction of compliance errors in the dynamic shear modulus of bituminous binders data, Sains Malaysiana, 42(6) (2013) 783-792. [37] F. Olard, H. Di Benedetto, B. Eckmann, J.-P. Triquigneaux, Linear viscoelastic properties of bituminous binders and mixtures at low and intermediate temperatures, Road materials and pavement design, 4(1) (2003) 77-107. | ||
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