Ocena mieszanek mineralno-asfaltowych stosowanych na obiektach mostowych w niskich temperaturach z wykorzystaniem testu TCT

Autor

DOI:

https://doi.org/10.24425/ace.2022.140666

Abstrakt

Niska temperatura jest jedną z przyczyn powstawania uszkodzeń nawierzchni drogowych, zatem ocena parametrów niskotemperaturowych powinna być przedmiotem pogłębionych badań materiałów asfaltowych stosowanych w drogownictwie. Celem przeprowadzonych badań było określenie parametrów MMA w zakresie temperatur od -25°C do -10°C, z wykorzystaniem badania pełzania przy rozciąganiu (Tensile Creep Test - TCT). Do oceny parametrów niskotemperaturowych wykorzystano szeroko stosowany do oceny mieszanek mineralno-asfaltowych model Burgersa. Analizie poddano mieszanki stosowane na obiektach mostowych. Badania przeprowadzono zarówno na mieszankach klasycznych stosowanych na obiektach (asfalt lany) jak i alternatywnych mieszanek SMA-MA. Na podstawie uzyskanych wyników i przeprowadzonych analiz stwierdzono, że na parametry niskotemperaturowe kluczowy wpływ mają parametry lepiszcza asfaltowego stosowanego w mieszance. Stwierdzono również, że mieszanki w typie SMA-MA cechują się lepszymi parametrami niskotemperaturowymi niż klasyczne mieszanki w typie asfalt lany.

Bibliografia

[1] H.D. Jung, Low temperature cracking: test selection. Washington, DC, 1994.

[2] M. Pszczola, C. Szydlowski, “Influence of Bitumen Type and Asphalt Mixture Composition on Low-Temperature Strength Properties According to Various Test Methods”, Materials, 2018, vol. 11, no. 11, DOI: 10.3390/ma11112118.

[3] U. Isacsson, H. Zeng, “Relationships between bitumen chemistry and low temperature behaviour of asphalt”, Construction and Building Materials, 1997, vol. 11, no. 2, pp. 83-91, DOI: 10.1016/S0950-0618(97)00008-1.

[4] M. Marasteanu, K. Moon, E. Teshale, A. Falchetto, M. Turos, W. Buttlar, E. Dave, G. Paulino, S. Ahmed, S. Leon, A. Breaham, B. Behnia, H. Bahia, H. Tabatabaee, R. Velasquez, A. Arshadi, S. Puchalski, S. Mangiafico, C. Williams, A. Kvasnak, Investigation of Low Temperature Cracking in Asphalt Pavements National Pooled Fund Study - Phase II. 2012.

[5] M. Pszczoła, J. Judycki, “Evaluation of Thermal Stresses in Asphalt Layers Incomparison with TSRST Test Results”, in: RILEM Bookseries, vol. 4. Springer, 2012, DOI: 10.1007/978-94-007-4566-7_5.

[6] U. Isacsson, H. Zeng, “Low-temperature cracking of polymer-modified asphalt”, Materials and Structures, 1998, vol. 31, pp. 58-63, DOI: 10.1007/BF02486415.

[7] S.D. Roy, S.A.M. Hesp, “Low-Temperature Binder Specification Development: Thermal Stress Restrained Specimen Testing of Asphalt Binders and Mixtures”, Transportation Research Record, 2001, vol. 1766, no. 1, pp. 7-14, DOI: 10.3141/1766-02.

[8] K. Błażejowski, M. Wójcik-Wiśniewska, Wytrzymałość zmęczeniowa i odporność na pękanie mieszanek mineralno-asfaltowych z różnymi asfaltami. Chorzów, 2016.

[9] Z. Tabor, Przykłady zastosowania asfaltów wysokomodyfikowanych podczas remontów dróg wojewódzkich. Chorzów, 2016.

[10] Z. Du, C. Jiang, J. Yuan, F. Xiao, J. Wang, “Low temperature performance characteristics of polyethylene modified asphalts - A review”, Construction and Building Materials, 2020, vol. 264, art. ID 120704, DOI: 10.1016/j.conbuildmat.2020.120704.

[11] D. Rys, M. Jaczewski, M. Pszczola, P. Jaskula, W. Bankowski, “Effect of bitumen characteristics obtained according to EN and Superpave specifications on asphalt mixture performance in low-temperature laboratory tests”, Construction and Building Materials, 2020, vol. 231, art. ID 117156, DOI: 10.1016/j.conbuildmat.2019.117156.

[12] X. Lu, U. Isacsson, J. Ekblad, “Influence of polymer modification on low temperature behaviour of bituminous binders and mixtures”, Materials and Structures, 2003, vol. 36, pp. 652-656, DOI: 10.1007/BF02479497.

[13] R. Blab, “Performance-Based Asphalt Mix and Pavement Design”, Romanian Journal of Transport Infrastructure, 2013, vol. 2, pp. 21-38, DOI: 10.1515/rjti-2015-0009.

[14] M. Tušar, D. Hribar, B. Hofko, “Impact of characteristics of asphalt concrete wearing courses on crack resistance at low temperatures”, 2014. [Online]. Available: https://trid.trb.org/view/1320175. [Accessed: 28. Oct. 2020].

[15] D. Hribar, M. Tušar, “Properties of asphalt concrete at low temperatures”, Građevinar, 2012, vol. 64, pp. 825-831, DOI: 10.14256/JCE.662.2012.

[16] T. Ma, Y. Zhang, H. Wang, X. Huang, Y. Zhao, “Influences by Air Voids on the Low-Temperature Cracking Property of Dense-Graded Asphalt Concrete Based on Micromechanical Modeling”, Advances in Materials Science and Engineering, 2016, vol. 2016, pp. 1-10, DOI: 10.1155/2016/6942696.

[17] D.S. Sudbury, P. Romero, Y. Li, X. Gong, “Evaluating the Effect of Air Voids and Binder Content in Cold Temperature Testing of Asphalt Mixtures with the Bending Beam Rheometer”, in: Cold Regions Engineering 2015, American Society of Civil Engineers, 2015, pp. 229-240, DOI: 10.1061/9780784479315.021.

[18] M. Pszczola, C. Szydlowski, M. Jaczewski, “Influence of cooling rate and additives on low-temperature properties of asphalt mixtures in the TSRST”, Construction and Building Materials, 2019, vol. 204, pp. 399-409, DOI: 10.1016/j.conbuildmat.2019.01.148.

[19] Y. Tasdemir, E. Agar, “Investigation of the low temperature performances of polymer and fiber modified asphalt mixtures”, Indian Journal of Engineering and Materials Sciences, 2007, vol. 14, no. 2, pp. 151-157.

[20] P. Jaskuła, M. Stienss, C. Szydłowski, “Effect of Polymer Fibres Reinforcement on Selected Properties of Asphalt Mixtures”, Procedia Engineering, 2017, vol. 172, pp. 441-448, DOI: 10.1016/j.proeng.2017.02.026.

[21] S. Badeli, A. Carter, G. Doré, S. Saliani, “Evaluation of the durability and the performance of an asphalt mix involving Aramid Pulp Fiber (APF): Complex modulus before and after freeze-thaw cycles, fatigue, and TSRST tests”, Construction and Building Materials, 2018, vol. 174, pp. 60-71, DOI: 10.1016/j.conbuildmat. 2018.04.103.

[22] H. Wang, J. Yang, H. Liao, X. Chen, “Electrical and mechanical properties of asphalt concrete containing conductive fibers and fillers”, Construction and Building Materials, 2016, vol. 122, pp. 184-190, DOI: 10.1016/j.conbuildmat.2016.06.063.

[23] J. Zhu, B. Birgisson, N. Kringos, “Polymer modification of bitumen: Advances and challenges”, European Polymer Journal, 2014, vol. 54, pp. 18-38, DOI: 10.1016/j.eurpolymj.2014.02.005.

[24] H. Zhu, J. Yang, L. Cong, J. Cui, J. Wan, “Influence of polyester fibre on the performance of Asphalt mixes”, SATC, 2007. [Online]. Available: https://repository.up.ac.za/handle/2263/6004. [Accessed: 12. Dec. 2020].

[25] H. Wang, C. Zhang, L. Li, Z. You, A. Diab, “Characterization of Low Temperature Crack Resistance of Crumb Rubber Modified Asphalt Mixtures Using Semi-Circular Bending Tests”, Journal of Testing and Evaluation, 2016, vol. 44, DOI: 10.1520/JTE20150145.

[26] S.-J. Lee, C.K. Akisetty, S.N. Amirkhanian, “The effect of crumb rubber modifier (CRM) on the performance properties of rubberized binders in HMA pavements”, Construction and Building Materials, 2008, vol. 22, no. 7, pp. 1368-1376, DOI: 10.1016/j.conbuildmat.2007.04.010.

[27] H. Ye, X. Wang, N. Fang, Z. Su, “Low-Temperature Performance and Evaluation Index of Gussasphalt for Steel Bridge Decks”, Advances in Materials Science and Engineering, 2019, vol. 2019, pp. 1-11, DOI: 10.1155/2019/2951412.

[28] M. Jaczewski, B. Dolzycki, J. Alenowicz, P. Jaskula, “Impact of reclaimed asphalt pavement (RAP) on low-temperature properties of asphalt concrete” (Wpływ materiału odzyskanego z nawierzchni asfaltowej (RAP) na niskotemperaturowe właściwości betonu asfaltowego), Roads and Bridges - Drogi i Mosty, 2019, vol. 18, no. 4, pp. 303-315, DOI: 10.7409/rabdim.019.020.

[29] Y. Zhong, L. Geng, “Thermal stresses of asphalt pavement under dependence of material characteristics on reference temperature”, Mechanics of Time-Dependent Materials, 2009, vol. 13, pp. 81-91, DOI: 10.1007/s11043-008-9073-6.

[30] B. Budziński, P. Mieczkowski, “Application of Innovative SMA-MA Mixtures on Bridges”, Applied Sciences, 2020, vol. 10, no. 19, DOI: 10.3390/app10196958.

[31] P. Radziszewski, M. Sarnowski, J. Piłat, P. Mieczkowski, K.J. Król, “Innovative SMA-MA mixture for bridge asphalt pavement”, presented at 6th Eurasphalt & Eurobitume Congress, 2016.

[32] P. Radziszewski, J. Piłat, M. Sarnowski, K. Kowalski, K.J. Król, Nawierzchnie asfaltowe na obiektach mostowych. Warszawa: Oficyna Wydawnicza Politechniki Warszawskiej, 2016.

[33] J. Judycki, M. Pszczoła, P. Jaskuła, Modyfikacja metody zginania belek z mieszanek mineralnoasfaltowych oceną ich parametrów reologicznych. Kielce, 2001.

[34] J. Judycki, M. Pszczoła, M. Jaczewski, Ł. Mejłun, D. Ryś, Badanie wpływu zastosowania warstw betonu asfaltowego o wysokim module sztywności (AC-WMS) w konstrukcjach nawierzchni na spękania niskotemperaturowe i na zmniejszenie powstawnia deformacji trwałych. Gdańsk, 2014.

[35] M. Jaczewski, J. Judycki, P. Jaskuła, Właściwości niskotemperaturowe betonów asfaltowych o wysokim module sztywności (AC WMS) w badaniach trzypunktowego zginania, Czasopismo Inżynierii Lądowej, Środowiska i Architektury, 2016, vol. 63, no. 1, pp. 217-224, DOI: 10.7862/rb.2016.78.

[36] F. Pérez-Jiménez, R. Botella, A.H. Martínez, R. Miró, “Analysis of the mechanical behaviour of bituminous mixtures at low temperatures”, Construction and Building Materials, 2013, vol. 46, pp. 193-202, DOI: 10.1016/j.conbuildmat.2013.04.019.

[37] TP 151 - Asfaltové smĕsi s vysokým modulem tuhosti (VMT), Technické podmínky. Praga, 2010.

[38] M. Bendjima, M. Merbouh, B. Glaoui, “Asphalt concrete behavior in frozen”, International Journal of Civil Engineering and Technology (IJCIET), 2017, vol. 8, pp. 927-936.

[39] L. Zhao, J. Chen, S. Wang, “Viscoelastic Analysis of Asphalt Mixture Based on Creep Test”, Research Journal of Applied Sciences, Engineering and Technology, 2012, vol. 5, pp. 819-822.

[40] Y. Sun, Z. Gu, J. Wang, X. Yuan, “Research of Method for Solving Relaxation Modulus Based on Three-Point Bending Creep Test”, Materials, 2019, vol. 12, no. 12, DOI: 10.3390/ma12122021.

[41] J. Gražulytè, A. Vaitkus, V. Andrejevas, G. Gribulis, “Methods and criteria for evaluation of asphalt mixture resistance to low temperature cracking”, The Baltic Journal of Road and Bridge Engineering, 2017, vol. 12, no. 2, pp. 135-144, DOI: 10.3846/bjrbe.2017.16.

[42] H. Bahia, H. Tabatabaee, R. Velasquez, “Asphalt Thermal Cracking Analyser (ATCA)”, in: 7th RILEM International Conference on Cracking in Pavements, A. Scarpas, N. Kringos, I. Al-Qadi, Eds. Netherlands, Dordrecht: Springer, 2012, pp. 147-156, DOI: 10.1007/978-94-007-4566-7_15.

[43] E. Zegeye Teshale, H.K. Stolarski, M.O. Marasteanu, “Determination of Creep Compliance of Asphalt Concrete from Notched Semi-Circular Bend (SCB) Test”, Experimental Mechanics, 2013, vol. 53, pp. 919-928, DOI: 10.1007/s11340-012-9688-z.

[44] T. Mandal, H. Bahia, “Measuring Cracking Propagation of Asphalt Mixtures Using Notched Samples in the TSRST”, presented at 62nd Annual Canadian Technical Asphalt Association Conference, Halifax, Nova Scotia, Canada, 2017.

[45] R. Velasquez, A. Zofka, M. Turos, M.O. Marasteanu, “Bending beam rheometer testing of asphalt mixtures”, International Journal of Pavement Engineering, 2011, vol. 12, pp. 461-474, DOI: 10.1080/10298430903289956.

[46] D. Mensching, J. Sias, T. Bennert, M. Medeiros, Jr, M. Elwardany, W. Mogawer, E. Hajj, Z. Alavi, “Low Temperature Properties of Plant-Produced RAP Mixtures in the Northeast”, Road Materials and Pavement Design, 2014, vol. 15, pp. 1-27, DOI: 10.1080/14680629.2014.926617.

[47] AASHTO TP 10 - Standard Test Method for Thermal Stress Restrained Specimen Tensile Strength. AASHTO, (n.d.).

[48] EN 12697-46:2020 Bituminous mixtures - Test methods - Part 46: Low temperature cracking and properties by uniaxial tension tests. CEN, Brussels, 2020.

[49] S. Liu, W. Cao, S. Shang, H. Qi, J. Fang, “Analysis and application of relationships between low-temperature rheological performance parameters of asphalt binders”, Construction and Building Materials, 2010, vol. 24, no. 4, pp. 471-478, DOI: 10.1016/j.conbuildmat.2009.10.015.

[50] P. Lin, W. Huang, Y. Li, N. Tang, F. Xiao, “Investigation of influence factors on low temperature properties of SBS modified asphalt”, Construction and Building Materials, 2017, vol. 154, pp. 609-622, DOI: 10.1016/j.conbuildmat.2017.06.118.

[51] M. Pszczoła, J. Judycki, “Badania mieszanek mineralno-asfaltowych w niskiej temperaturze”, Drogownictwo, 2013, no. 3, pp. 80-85.

[52] Y. Liu, Z. You, “Determining Burger’s Model Parameters of Asphalt Materials Using Creep-Recovery Testing Data”, in Pavements and Materials, ASCE, 2009, DOI: 10.1061/41008(334)3.

[53] M. Pszczola, M. Jaczewski, D. Rys, P. Jaskula, C. Szydlowski, “Evaluation of Asphalt Mixture Low-Temperature Performance in Bending Beam Creep Test”, Materials, 2018, vol. 11, no. 1, DOI: 10.3390/ma11010100.

[54] S. Aflaki, P. Hajikarimi, E. Fini, B. Zada, “Comparing Effects of Biobinder with Other Asphalt Modifiers on Low-Temperature Characteristics of Asphalt”, Journal of Materials in Civil Engineering, 2013, vol. 26, no. 3, DOI: 10.1061/(ASCE)MT.1943-5533.0000835.

[55] R. Nagorski, P. Wiśniakowski, K. Blazejowski, M. Nagórska, “Comparative analysis of properties of Bürgers’, Boguslavskis’ and Zener’s materials in view of tests of stress and strain in reference to properties of Asphalt mixes”, Drogi i Mosty, 2012, no. 1, pp. 7-34.

[56] R. Nagorski, K. Blazejowski, M. Nagórska, “Comparative analysis of deflections and strains of two road pavements with high traffic load”, Roads and Bridges - Drogi i Mosty, 2015, vol. 14, no. 1, pp. 31-46, DOI: 10.7409/rabdim.015.003.

[57] R. Géber, A. Apkaryan, S. Kulkov, L. Gömze, “Linear viscoelastic properties of asphalt mastics using creep-recovery technique”, Materials Science and Engineering-A Publication of the University of Miskolc, 2014, vol. 39, no.2, pp. 5-11.

Opublikowane

2022-06-30

Jak cytować

Budziński, Bartosz, i Paweł Mieczkowski. „Ocena Mieszanek Mineralno-Asfaltowych Stosowanych Na Obiektach Mostowych W Niskich Temperaturach Z Wykorzystaniem Testu TCT”. Archives of Civil Engineering, t. 68, nr 2, czerwiec 2022, s. 679-96, doi:10.24425/ace.2022.140666.

Numer

Dział

Articles

Podobne artykuły

1 2 3 4 5 6 7 8 9 10 > >> 

Możesz również Rozpocznij zaawansowane wyszukiwanie podobieństw dla tego artykułu.