Evaluation of creep–recovery behavior of TPS-modified asphalt binders
Email:
tdhoi@utc.edu.vn
Từ khóa:
Multiple Stress Creep Recovery (MSCR), non-recoverable creep compliance, percent recovery, additive, asphalt binder, modified asphalt binder.
Tóm tắt
Due to increasing traffic loads and high pavement temperatures, improving the rutting resistance and durability of asphalt pavements has become a critical issue in road engineering. Conventional asphalt binders often show inadequate resistance to permanent deformation under severe loading and temperature conditions. This study investigates the effect of TAFPACK-Super (TPS) modification on the high-temperature performance of asphalt binders using Multiple Stress Creep Recovery test. Tests were conducted at stress levels of 0.1 and 3.2 kPa over temperatures ranging from 52°C to 88°C. Asphalt binders containing different TPS contents (6%, 13.6%, and 18%) were compared with base asphalt and polymer-modified asphalt. Non-recoverable creep compliance (Jnr) and percent recovery were analyzed to evaluate rutting resistance and elastic response. The results show that TPS significantly enhances deformation resistance by reducing Jnr values and increasing recovery rates. Temperature mainly affects Jnr, while TPS dosage strongly influences elastic recovery behavior. Overall, TPS modification improves the rheological properties of asphalt binders by forming a stable polymer network, resulting in lower temperature sensitivity and better long-term pavement performance under heavy traffic conditions.Tài liệu tham khảo
[1]. M.N. Nagabhushana, D. Tiwari, P.K. Jain, Rutting in flexible pavement: an approach of evaluation with accelerated pavement testing facility, Procedia-Social and Behavioral Sciences, 104 (2013) 149-157. https://doi.org/10.1016/j.sbspro.2013.11.107
[2]. Y. Luan, Y. Ma, T. Ma, C.Wang, F. Xia, Research on the effects of asphalt performance on rutting resistance and its correlation with rutting performance indicators, Construction and Building Materials, 400 (2023). https://doi.org/10.1016/j.conbuildmat.2023.132773
[3]. Bui Ngoc Hung, Vu Duc Chinh, Tran Ngoc Huy, Study on the influence of aggregate source, gradation, and binder type on the rutting resistance of asphalt mixtures, Vietnam Journal of Science and Technology, Series B, 57.11 (2015) (in Vietnamese).
[4]. Bui Van Phu, Nguyen Quang Tuan, Dynamic tests for determining mechanical properties of asphalt binders 60/70, 35/50 and PMB3 using DSR and Metravib DMA equipment, Transport and Communications ScienceJournal, 71 (2020) 583-594. https://doi.org/10.25073/tcsj.71.5.10 (in Vietnamese).
[5]. Tran Danh Hoi, Tran Thi Cam Ha, Luong Xuan Chieu, Performance grading of asphalt binders using the Multiple Stress Creep and Recovery (MSCR) test for several modified binders in Vietnam, Journal of Transport and Communications, 04 (2023) 24–27 (in Vietnamese).
[6]. Tran Danh Hoi, Research on the application of the penetration test to evaluate the rutting resistance of asphalt concrete in Vietnam, Journal of Transport and Communications, 05 (2024) 66–69 (in Vietnamese).
[7]. AASHTO M320, Standard Specification for Performance-Graded Asphalt, 2010.
[8]. AASHTO T 315, Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR), 2013.
[9] G. Skronka, M. Jasso, O. Vacin, Determination of rutting distresses on hot mix asphalts by advanced techniques, In MATEC Web of Conferences, Vol. 276 (2019). DOI:10.1051/matecconf/201927603004
[10] J. Zhang, L.F. Walubita, A.N. Faruk, P. Karki, G.S. Simate, Use of the MSCR test to characterize the asphalt binder properties relative to HMA rutting performance – A laboratory study. Construction and Building Materials, 94 (2015) 218-227. https://doi.org/10.1016/j.conbuildmat.2015.06.044
[11]. H. Liu, W. Zeiada, G.G. Al-Khateeb, A. Shanableh, M. Samarai, Use of the multiple stress creep recovery (MSCR) test to characterize the rutting potential of asphalt binders: A literature review. Construction and Building Materials, 269 (2021). https://doi.org/10.1016/j.conbuildmat.2020.121320
[12]. A. Behnood, A. Shah, R.S. McDaniel, J. Olek, Analysis of the multiple stress creep recovery asphalt binder test and specifications for use in Indiana (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2016/07), West Lafayette, IN: Purdue University, 2016. http://dx.doi.org/10.5703/1288284316330
[13]. AASHTO M332, Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test, 2014.
[14] AASHTO T350, Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR), 2020.
[15]. A. W. Ali, H. H. Kim, M. Mazumder, M. S. Lee, S. J. Lee, Multiple Stress Creep Recovery (MSCR) characterization of polymer modified asphalt binder containing wax additives, International Journal of Pavement Research and Technology, 11 (2018) 774–788. https://doi.org/10.1016/j.ijprt.2018.05.001
[16] Z. Hossain, D. Ghosh, M. Zaman, K. Hobson, Use of the multiple stress creep recovery (MSCR) test method to characterize polymer-modified asphalt binders, Journal of Testing and Evaluation, 44.1 (2016) 507 – 520. https://doi.org/10.1520/JTE20140061
[17]. B. Tadele, E.T. Quezon, Multiple stress creep recovery (MSCR) test for determination of waste engine oil modified asphalt binder as pavement material, SSRN 3998451 (2022). https://doi.org/10.54392/irjmt2212
[18]. A.V. Kataware, D. Singh, A study on rutting susceptibility of asphalt binders at high stresses using MSCR test, Innovative Infrastructure Solutions, 2.1 (2017). https://doi.org/10.1007/s41062-017-0051-1
[19]. D. Wang, J. Zhu, L. Porot, A. Cannone Falchetto, S. Damen, Multiple stress creep and recovery test for bituminous binders–influence of several key experimental parameters. Road Materials and Pavement Design, 24.1 (2023) 290-308. https://doi.org/10.1080/14680629.2023.2180992
[20]. M.A. Notani, P. Hajikarimi, F.M. Nejad, A. Khodaii, Rutting resistance of toner-modified asphalt binder and mixture, International Journal of Pavement Research and Technology, 13.1 (2020) 1-9. https://doi.org/10.1007/s42947-019-0131-z
[21]. Z. Hossain, M. Zaman, D. Ghosh, Creep compliance and percent recovery of Oklahoma certified binder using the multiple stress recovery (MSCR) method, Final report no. Fhwa-ok-14-19, The University of Oklahoma, Norman, Oklahoma, 2015
[22]. E. DuBois, Y. Mehta, A. Nolan, Correlation between multiple stress creep recovery (MSCR) results and polymer modification of binder, Construction and Building Materials, 65 (2014) 184-190. https://doi.org/10.1016/j.conbuildmat.2014.04.111
[23]. Ministry of Science and Technology, TCVN 13048:2024 – Porous Asphalt Mixture Course – Construction and Acceptance, 2024 (in Vietnamese).
[24]. Ministry of Science and Technology, TCVN 13567-1:2022 – Hot Mix Asphalt Pavement Layer – Construction and Acceptance – Part 1: Dense-Graded Asphalt Concrete, 2022 (in Vietnamese).
[2]. Y. Luan, Y. Ma, T. Ma, C.Wang, F. Xia, Research on the effects of asphalt performance on rutting resistance and its correlation with rutting performance indicators, Construction and Building Materials, 400 (2023). https://doi.org/10.1016/j.conbuildmat.2023.132773
[3]. Bui Ngoc Hung, Vu Duc Chinh, Tran Ngoc Huy, Study on the influence of aggregate source, gradation, and binder type on the rutting resistance of asphalt mixtures, Vietnam Journal of Science and Technology, Series B, 57.11 (2015) (in Vietnamese).
[4]. Bui Van Phu, Nguyen Quang Tuan, Dynamic tests for determining mechanical properties of asphalt binders 60/70, 35/50 and PMB3 using DSR and Metravib DMA equipment, Transport and Communications ScienceJournal, 71 (2020) 583-594. https://doi.org/10.25073/tcsj.71.5.10 (in Vietnamese).
[5]. Tran Danh Hoi, Tran Thi Cam Ha, Luong Xuan Chieu, Performance grading of asphalt binders using the Multiple Stress Creep and Recovery (MSCR) test for several modified binders in Vietnam, Journal of Transport and Communications, 04 (2023) 24–27 (in Vietnamese).
[6]. Tran Danh Hoi, Research on the application of the penetration test to evaluate the rutting resistance of asphalt concrete in Vietnam, Journal of Transport and Communications, 05 (2024) 66–69 (in Vietnamese).
[7]. AASHTO M320, Standard Specification for Performance-Graded Asphalt, 2010.
[8]. AASHTO T 315, Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR), 2013.
[9] G. Skronka, M. Jasso, O. Vacin, Determination of rutting distresses on hot mix asphalts by advanced techniques, In MATEC Web of Conferences, Vol. 276 (2019). DOI:10.1051/matecconf/201927603004
[10] J. Zhang, L.F. Walubita, A.N. Faruk, P. Karki, G.S. Simate, Use of the MSCR test to characterize the asphalt binder properties relative to HMA rutting performance – A laboratory study. Construction and Building Materials, 94 (2015) 218-227. https://doi.org/10.1016/j.conbuildmat.2015.06.044
[11]. H. Liu, W. Zeiada, G.G. Al-Khateeb, A. Shanableh, M. Samarai, Use of the multiple stress creep recovery (MSCR) test to characterize the rutting potential of asphalt binders: A literature review. Construction and Building Materials, 269 (2021). https://doi.org/10.1016/j.conbuildmat.2020.121320
[12]. A. Behnood, A. Shah, R.S. McDaniel, J. Olek, Analysis of the multiple stress creep recovery asphalt binder test and specifications for use in Indiana (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2016/07), West Lafayette, IN: Purdue University, 2016. http://dx.doi.org/10.5703/1288284316330
[13]. AASHTO M332, Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test, 2014.
[14] AASHTO T350, Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR), 2020.
[15]. A. W. Ali, H. H. Kim, M. Mazumder, M. S. Lee, S. J. Lee, Multiple Stress Creep Recovery (MSCR) characterization of polymer modified asphalt binder containing wax additives, International Journal of Pavement Research and Technology, 11 (2018) 774–788. https://doi.org/10.1016/j.ijprt.2018.05.001
[16] Z. Hossain, D. Ghosh, M. Zaman, K. Hobson, Use of the multiple stress creep recovery (MSCR) test method to characterize polymer-modified asphalt binders, Journal of Testing and Evaluation, 44.1 (2016) 507 – 520. https://doi.org/10.1520/JTE20140061
[17]. B. Tadele, E.T. Quezon, Multiple stress creep recovery (MSCR) test for determination of waste engine oil modified asphalt binder as pavement material, SSRN 3998451 (2022). https://doi.org/10.54392/irjmt2212
[18]. A.V. Kataware, D. Singh, A study on rutting susceptibility of asphalt binders at high stresses using MSCR test, Innovative Infrastructure Solutions, 2.1 (2017). https://doi.org/10.1007/s41062-017-0051-1
[19]. D. Wang, J. Zhu, L. Porot, A. Cannone Falchetto, S. Damen, Multiple stress creep and recovery test for bituminous binders–influence of several key experimental parameters. Road Materials and Pavement Design, 24.1 (2023) 290-308. https://doi.org/10.1080/14680629.2023.2180992
[20]. M.A. Notani, P. Hajikarimi, F.M. Nejad, A. Khodaii, Rutting resistance of toner-modified asphalt binder and mixture, International Journal of Pavement Research and Technology, 13.1 (2020) 1-9. https://doi.org/10.1007/s42947-019-0131-z
[21]. Z. Hossain, M. Zaman, D. Ghosh, Creep compliance and percent recovery of Oklahoma certified binder using the multiple stress recovery (MSCR) method, Final report no. Fhwa-ok-14-19, The University of Oklahoma, Norman, Oklahoma, 2015
[22]. E. DuBois, Y. Mehta, A. Nolan, Correlation between multiple stress creep recovery (MSCR) results and polymer modification of binder, Construction and Building Materials, 65 (2014) 184-190. https://doi.org/10.1016/j.conbuildmat.2014.04.111
[23]. Ministry of Science and Technology, TCVN 13048:2024 – Porous Asphalt Mixture Course – Construction and Acceptance, 2024 (in Vietnamese).
[24]. Ministry of Science and Technology, TCVN 13567-1:2022 – Hot Mix Asphalt Pavement Layer – Construction and Acceptance – Part 1: Dense-Graded Asphalt Concrete, 2022 (in Vietnamese).
Tải xuống
Chưa có dữ liệu thống kê
Nhận bài
01/04/2026
Nhận bài sửa
25/04/2026
Chấp nhận đăng
13/05/2026
Xuất bản
15/05/2026
Chuyên mục
Công trình khoa học
Kiểu trích dẫn
Tran Danh, H., Tran Thi Cam, H., Nguyen Quang, T., & Nguyen Ngoc, Q. (1778778000). Evaluation of creep–recovery behavior of TPS-modified asphalt binders. Tạp Chí Khoa Học Giao Thông Vận Tải, 77(4), 402-415. https://doi.org/10.47869/tcsj.77.4.5
