Evaluation of Stripping Problem in Terms of Additive
Types and Ratios in Asphalt Pavements

ISKENDER, EROL; ŞENGÜL, Celaleddin; Aksoy, Atakan

doi:10.18400/tekderg.798398

Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements

Celaleddin Ensar ŞENGÜL, (Devlet Su İşleri Genel Müdürlüğü, On Dördüncü Bölge Müdürlüğü, İstanbul, Türkiye)

Atakan AKSOY, (Karadeniz Teknik Üniversitesi, İnşaat Mühendisliği Bölümü, Trabzon, Türkiye)

Erol İSKENDER (Karadeniz Teknik Üniversitesi, İnşaat Mühendisliği Bölümü, Trabzon, Türkiye)

Teknik Dergi

2 0

Yıl: 2022 Cilt: 33 Sayı: 4 Sayfa Aralığı: 12183 - 12202 Metin Dili: İngilizce DOI: 10.18400/tekderg.798398 İndeks Tarihi: 06-09-2022

Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements

Öz:

Stripping in asphalt mixtures is the one of foremost distress mechanisms. To prevent stripping, fatty acids (AS) and hydrated lime (HL) additives are often used as anti-stripping additives. The determination of the correct usage ratios of these additives and the storage stability of bitumen constitutes important research topics for anti-stripping additive applications. Three surfactants and hydrated lime were used in three ratios to evaluate the effect of additive ratio and type. Indirect tensile strength (ITS) values obtained from samples with one and three cycle modified Lottman conditioning and indirect tensile strength ratios (ITSRs) were interpreted in the context of water damage. The load-carrying capacity of the conditioned mixtures increased significantly. Even if the degree of damage was considerably increased at the end of three cycles, the integrity of the mixtures was maintained. Both AS and HL significantly increased water damage resistance. Modified Lottman conditioning has an observable level of damage. Additives remained functional and maintain their mechanisms of benefit, especially in the event of a high degree of damage.

Anahtar Kelime:

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık

[1] Diab, A., You, Z. Development of a realistic conditioning and evaluation system to study moisture damage of asphalt materials. In Airfield and Highway Pavement 2013: Sustainable and Efficient Pavements, 1008-1017, 2013.
[2] Solaimanian, M., Harvey, J., Tahmoressi, M., Tandon, V. Test methods to predict moisture sensitivity of hot-mix asphalt pavements. In Transportation research board national seminar. San Diego, California, 77-110, 2003.
[3] Al-Qadi, I.L., Abuawad, I.M., Dhasmana, H., Coenen, A.R., Trepanier, J.S. Effects of Various Asphalt Binder Additives/Modifiers on Moisture-Susceptible Asphaltic Mixtures Research Report FHWA-ICT-14-004, University of Illinois, Urbana, 2014.
[4] Caro, S., Masad, E., Bhasin, A., Little D.N. Moisture susceptibility of asphalt mixtures, Part 2: Characterization and modeling. Int J Pavement Eng 9(2), 99–114, 2008.
[5] Abuawad, I. M., Al-Qadi, I. L., Trepanier, J. S. Mitigation of moisture damage in asphalt concrete: Testing techniques and additives/modifiers effectiveness. Construction and Building Materials, 84, 437-443, 2015.
[6] Sebaaly, P. E., Hitti, E., Weitzel, D. Effectiveness of lime in hot-mix asphalt pavements. Transportation Research Record, 1832(1), 34-41, 2003.
[7] Wasiuddin, N. M., Fogle, C. M., Zaman, M. M., O'Rear, E. A. Effect of antistrip additives on surface free energy characteristics of asphalt binders for moisture-induced damage potential. Journal of testing and evaluation, 35(1), 36-44, 2007.
[8] Airey, G. D., Collop, A. C., Zoorob, S. E., Elliott, R. C. The influence of aggregate, filler and bitumen on asphalt mixture moisture damage. Construction and building materials, 22(9), 2015-2024, 2008.
[9] Cui, S., Blackman, B. R., Kinloch, A. J., Taylor, A. C. Durability of asphalt mixtures: Effect of aggregate type and adhesion promoters. International Journal of Adhesion and Adhesives, 54, 100-111, 2014.
[10] Epps, J., Berger, E., Anagnos, J. N. Moisture Sensitivity of Asphalt Pavements: Treatments. In A National Seminar, Transportation Research Board, San Diego, California, 77-177, 2013.
[11] Júnior, J. L. L., Babadopulos, L. F., Soares, J. B. Moisture-induced damage resistance, stiffness and fatigue life of asphalt mixtures with different aggregate-binder adhesion properties. Construction and Building Materials, 216, 166-175, 2019.
[12] Solaimanian, M., Bonaquist, R. F., Tandon, V. Improved conditioning and testing procedures for HMA moisture susceptibility (Vol. 589). Transportation Research Board, 2007.
[13] Xiao, F., Amirkhanian, S. N. Effects of liquid antistrip additives on rheology and moisture susceptibility of water bearing warm mixtures. Construction and Building Materials, 24(9), 1649-1655, 2010.
[14] Lottman, R., Johnson, D. L. Pressure-induced stripping in asphaltic concrete. Highway Research Record, 340, 13-28, 1970.
[15] Lottman, R. P. Laboratory test methods for predicting moisture-induced damage to asphalt concrete. Transportation Research Record, 843, 1982.
[16] Hamedi, G. H., Moghadas Nejad, F. Evaluating the effect of mix design and thermodynamic parameters on moisture sensitivity of hot mix asphalt. Journal of Materials in Civil Engineering, 29(2), 04016207, 2017.
[17] Khosla, N., Birdsall, B. G., Kawaguchi, S. Evaluation of moisture susceptibility of asphalt mixtures: conventional and new methods. Transportation Research Record, 1728(1), 43-51, 2000.
[18] Blackman, B. R., Cui, S., Kinloch, A. J., Taylor, A. C. The development of a novel test method to assess the durability of asphalt road–pavement materials. International Journal of Adhesion and Adhesives, 42, 1-10, 2013.
[19] Horgnies, M., Darque-Ceretti, E., Fezai, H., Felder, E. Influence of the interfacial composition on the adhesion between aggregates and bitumen: Investigations by EDX, XPS and peel tests. International Journal of Adhesion and Adhesives, 31(4), 238-247, 2011.
[20] California Department of Transportation, California Test Methods, Materials, Engineering and Testing Services, http://www.dot.ca.gov/hq/esc/ctms. (Accessed October 31, 2017).
[21] General Directorate of Highways of Turkey, Highway Technical Specifications, General Directorate of Highways of Turkey, 2013, Ankara, Turkey.
[22] Mirhosseini, A. F., Tahami, S. A., Hoff, I., Dessouky, S., Ho, C. H. Performance evaluation of asphalt mixtures containing high-RAP binder content and bio-oil rejuvenator. Construction and Building Materials, 227, 116465, 2019.
[23] Ameri, M., Vamegh, M., Naeni, S. F. C., Molayem, M. Moisture susceptibility evaluation of asphalt mixtures containing Evonik, Zycotherm and hydrated lime. Construction and Building Materials, 165, 958-965, 2018.
[24] Figueroa, A.S. and Reyes, F.A. Moisture damage analysis through the TSR and MIST test using water conditioning asphalt, 6th Eurasphalt & Eurobitume Congress 1-3 June 2016, Prague, Czech Republic.
[25] Srinivasan, G. Evaluation of indirect tensile strength to identify asphalt concrete rutting potential, Graduate Theses, Dissertations, and Problem Reports, 1465, 2004, West Virginia University.
[26] Abo-Qudais, S. The effects of damage evaluation techniques on the prediction of environmental damage in asphalt mixtures. Building and Environment, 42(1), 288-296, 2007.
[27] Lavin, P. Comparison of liquid antistrip additives and hydrated lime using AASHTO T-283. Construction chemicals technical director, ARR-MAZ products, 1999.
[28] Uddin, W. Viscoelastic characterization of polymer-modified asphalt binders of pavement applications. Applied Rheology, 13(4), 191-199, 2003.
[29] Aman, M. Y., Shahadan, Z., Noh, M., Zaime, M. A Comparative study of anti-stripping additives in porous asphalt mixtures. Jurnal Teknologi, 70(7), 139-145, 2014.
[30] Taib, A., Jakarni, F. M., Rosli, M. F., Yusoff, N. I. M., Aziz, M. A. Comparative study of moisture damage performance test. In IOP Conference Series: Materials Science and Engineering, 512 (1), 012008, 2019.
[31] Dave, E. V. Moisture Susceptibility Testing for Hot Mix Asphalt Pavements in New England. Prepared for The New England Transportation Consortium, August 2018, NETCR109 Project No. 15-3, University of New Hampshire 105 Main Street Durham, NH, 03824, 2018.
[32] Ford Jr, M. C., Manke, P. G., O'Bannon, C. E. Quantitative evaluation of stripping by the Surface Reaction Test, No. 517, 1974.
[33] Ameri, M., Kouchaki, S., Roshani, H. Laboratory evaluation of the effect of nanoorganosilane anti-stripping additive on the moisture susceptibility of HMA mixtures under freeze–thaw cycles. Construction and Building Materials, 48, 1009-1016, 2013.
[34] Behbahani, H., Ziari, H., Kamboozia, N., Khaki, A. M., Mirabdolazimi, S. M. Evaluation of performance and moisture sensitivity of glasphalt mixtures modified with nanotechnology zycosoil as an anti-stripping additive. Construction and Building Materials, 78, 60-68, 2015.
[35] Imaninasab, R., Joodaki, S. Performance evaluation of polyamine anti-stripping additives. Proceedings of the Institution of Civil Engineers-Construction Materials, 172(3), 155-163, 2019.
[36] Kavussi, A., Qorbani, M., Khodaii, A., Haghshenas, H. F. Moisture susceptibility of warm mix asphalt: a statistical analysis of the laboratory testing results. Construction and Building Materials, 52, 511-517, 2014.
[37] Omrani, H., Ghanizadeh, A. R., Tanakizadeh, A. Effect of SBS Polymer and Antistripping Agents on the Moisture Susceptibility of Hot and Warm Mix Asphalt Mixtures. Civil Engineering Journal, 3(10), 987-996, 2017.
[38] ASTM Designation: D6931 – 12. Standard Test Method for Indirect Tensile (IDT) Strength of Bituminous Mixtures, ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States.

APA	ŞENGÜL C, Aksoy A, ISKENDER E (2022). Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. , 12183 - 12202. 10.18400/tekderg.798398
Chicago	ŞENGÜL Celaleddin,Aksoy Atakan,ISKENDER EROL Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. (2022): 12183 - 12202. 10.18400/tekderg.798398
MLA	ŞENGÜL Celaleddin,Aksoy Atakan,ISKENDER EROL Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. , 2022, ss.12183 - 12202. 10.18400/tekderg.798398
AMA	ŞENGÜL C,Aksoy A,ISKENDER E Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. . 2022; 12183 - 12202. 10.18400/tekderg.798398
Vancouver	ŞENGÜL C,Aksoy A,ISKENDER E Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. . 2022; 12183 - 12202. 10.18400/tekderg.798398
IEEE	ŞENGÜL C,Aksoy A,ISKENDER E "Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements." , ss.12183 - 12202, 2022. 10.18400/tekderg.798398
ISNAD	ŞENGÜL, Celaleddin vd. "Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements". (2022), 12183-12202. https://doi.org/10.18400/tekderg.798398

APA	ŞENGÜL C, Aksoy A, ISKENDER E (2022). Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. Teknik Dergi, 33(4), 12183 - 12202. 10.18400/tekderg.798398
Chicago	ŞENGÜL Celaleddin,Aksoy Atakan,ISKENDER EROL Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. Teknik Dergi 33, no.4 (2022): 12183 - 12202. 10.18400/tekderg.798398
MLA	ŞENGÜL Celaleddin,Aksoy Atakan,ISKENDER EROL Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. Teknik Dergi, vol.33, no.4, 2022, ss.12183 - 12202. 10.18400/tekderg.798398
AMA	ŞENGÜL C,Aksoy A,ISKENDER E Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. Teknik Dergi. 2022; 33(4): 12183 - 12202. 10.18400/tekderg.798398
Vancouver	ŞENGÜL C,Aksoy A,ISKENDER E Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements. Teknik Dergi. 2022; 33(4): 12183 - 12202. 10.18400/tekderg.798398
IEEE	ŞENGÜL C,Aksoy A,ISKENDER E "Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements." Teknik Dergi, 33, ss.12183 - 12202, 2022. 10.18400/tekderg.798398
ISNAD	ŞENGÜL, Celaleddin vd. "Evaluation of Stripping Problem in Terms of Additive Types and Ratios in Asphalt Pavements". Teknik Dergi 33/4 (2022), 12183-12202. https://doi.org/10.18400/tekderg.798398