Investigation of rutting, fatigue and cracking resistance parame-ters of CR modified warm asphalt binders compare with SBS modified binders
DOI:
https://doi.org/10.7764/RDLC.21.2.309Keywords:
Modification, rheology, warm mix additive, rutting, cracking, fatigue parameterAbstract
This study compares the rutting and cracking resistance and fatigue parameters of crumb rubber (CR) modified warm asphalt binders, which were determined by viscoelastic continuum damage (VECD) theory. The effect of the combination of CR modification and Sasobit, a warm mix additive, was investigated. Performance of CR + Sasobit compound was compared with styrene-butadiene-styrene (SBS) modification. Newly developed rheological tests such as multi stress creep recovery (MSCR), lineer amplitude sweep (LAS) and conventional tests were applied to modified binders. It was determined that the CR + Sasobit modified binders improved the rutting parameter better in comparison to SBS-added binders. Although the CR additive improved the rheological properties of the binder at low and medium temperatures, this effect was reduced when used with Sasobit additive. Sasobit additive increased the stiffness and decreased the fatigue parameter at low temperatures. Besides, the results of the LAS test revealed that at high strain values (i.e.> 6%), the fatigue life of CR and Sasobit modified binders was lower than the fatigue life of the pure binder. In other words, CR and Sasobit modified binders could not preserve material integrity.
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References
AASHTO M332, (2015). Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test. Washing-ton, D.C., USA.
AASHTO T350, (2012). Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheome-ter(DSR). Washington, D.C., USA.
AASHTO TP101-14, (2016). Estimating Damage Tolerance of Asphalt Binders Using the Linear Amplitude Sweep. Washington, DC, USA.
Abed, A., Thom, N., Lo Presti, D., & Airey, G. (2020). Thermo-rheological analysis of WMA-additive modified binders. Materials and Structures, 53(3), 52. https://doi.org/10.1617/s11527-020-01480-1
Akpolat, M., Vural Kök, B., & Yilmaz, M. (2020). Performance and Aging Characteristics of Hot Mixture Asphalt with Crumb Rubber and Warm Mix Asphalt Additives. Journal of Materials in Civil Engineering, 32(8), 04020226. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003301
Aktaş, B., Aytekin, Ş., & Aslan, Ş. (2019). Evaluation of typical wma additives on design parameters of SMA mixtures. Revista de La Construcción, 18(3), 409–417. https://doi.org/10.7764/RDLC.18.3.409
Ameri, M., Nowbakht, S., Molayem, M., & Mirabimoghaddam, M. H. (2016). A study on fatigue modeling of hot mix asphalt mixtures based on the viscoelastic continuum damage properties of asphalt binder. Construction and Building Materials, 106, 243–252. https://doi.org/10.1016/j.conbuildmat.2015.12.066
Anderson, R. M., King, G. N., Hanson, D. I., & Blankenship, P. B. (2011). No Title. Journal of the Association of Asphalt Paving Technologists, 80, 615–664.
Anderson, R. M., Phillip B. Blankenship, & Zeinali, Alireza, G. N. K. and D. I. H. (2014). Optimal Timing of Preventive Maintenance for Addressing Environmental Aging in Hot-Mix Asphalt Pavements. Lexington, KY. Retrieved from http://www.dot.state.mn.us/research/TS/2014/201445.pdf
Arshadi, A., Steger, R., Ghabchi, R., Zaman, M., Hobson, K., & Commuri, S. (2017). Performance evaluation of plant-produced warm mix asphalts con-taining RAP and RAS. Road Materials and Pavement Design, 18(sup4), 293–310. https://doi.org/10.1080/14680629.2017.1389075
Asphalt Institute. (2019). Use of the Delta Tc parameter to characterize asphalt binder behavior (No. IS-240). Retrieved from http://www.asphaltinstitute.org/engineering/delta-tc-technical-document/
Ayazi, M. J., Moniri, A., & Barghabany, P. (2017). Moisture susceptibility of warm mixed-reclaimed asphalt pavement containing Sasobit and Zycotherm additives. Petroleum Science and Technology, 35(9), 890–895. https://doi.org/10.1080/10916466.2017.1290655
Bahia, H. U., Hanson, D. I., Zeng, M., Zhai, H., Khatri, M. A., & Anderson, R. M. (2001). Characterization of Modified Asphalt Binders in Superpave Mix Design (NCHRP REPORT 459). In TRANSPORTATION RESEARCH BOARD. Washington, D.C. 20418: Transportation Research Board National Research Council. Retrieved from Transportation Research Board National Research Council website: http://linkinghub.elsevier.com/retrieve/pii/B9780128092897000026
Behbahani, H., Ayazi, M. J., & Moniri, A. (2017). Laboratory investigation of rutting performance of warm mix asphalt containing high content of re-claimed asphalt pavement. Petroleum Science and Technology, 35(15), 1556–1561. https://doi.org/10.1080/10916466.2017.1316738
Behnood, A., Karimi, M. M., & Cheraghian, G. (2020). Coupled effects of warm mix asphalt (WMA) additives and rheological modifiers on the properties of asphalt binders. Cleaner Engineering and Technology, 1, 100028. https://doi.org/10.1016/j.clet.2020.100028
Behnood, A., & Olek, J. (2017a). Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA). Construction and Building Materials, 151, 464–478. https://doi.org/10.1016/j.conbuildmat.2017.06.115
Behnood, A., & Olek, J. (2017b). Rheological properties of asphalt binders modified with styrene-butadiene-styrene (SBS), ground tire rubber (GTR), or polyphosphoric acid (PPA). Construction and Building Materials, 151, 464–478. https://doi.org/10.1016/j.conbuildmat.2017.06.115
Behnood, A., Shah, A., McDaniel, R. S., Beeson, M., & Olek, J. (2016). High-Temperature Properties of Asphalt Binders: Comparison of Multiple Stress Creep Recovery and Performance Grading Systems. Transportation Research Record: Journal of the Transportation Research Board, 2574(1), 131–143. https://doi.org/10.3141/2574-15
Cao, W., & Wang, C. (2019). Fatigue performance characterization and prediction of asphalt binders using the linear amplitude sweep based viscoelastic-continuum damage approach. International Journal of Fatigue, 119(October 2018), 112–125. https://doi.org/10.1016/j.ijfatigue.2018.09.028
Chen, S., You, Z., Sharifi, N. P., Yao, H., & Gong, F. (2019). Material selections in asphalt pavement for wet-freeze climate zones: A review. Construction and Building Materials, 201, 510–525. https://doi.org/10.1016/j.conbuildmat.2018.11.276
D’Angelo, J. A. (2009). The Relationship of the MSCR Test to Rutting. Road Materials and Pavement Design, 10(sup1), 61–80. https://doi.org/10.1080/14680629.2009.9690236
Gibson, N., Qi, X., Shenoy, A., Al-Khateeb, G., Kutay, E. M., Andriescu, A., Harman, T. (2012). Performance testing for superpave and structural valida-tion. McLean, VA.
Glover, C. J., Davison, R. R., Domke, C. H., Ruan, Y., Juristyarini, P., Knorr, D. B., & Jung, S. H. (2005). Development of a New Method for Assessing Asphalt Binder Durability with Field Validation (Vol. 7).
Golalipour, A., Bahia, H. U., & Tabatabaee, H. A. (2017). Critical Considerations toward Better Implementation of the Multiple Stress Creep and Recov-ery Test. Journal of Materials in Civil Engineering, 29(5), 04016295. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001803
Hasan, M. A., Hasan, M. M., Bairgi, B. K., Mannan, U. A., & Tarefder, R. A. (2019). Utilizing Simplified Viscoelastic Continuum Damage Model to characterize the fatigue behavior of Styrene-Butadiene-Styrene (SBS) modified binders. Construction and Building Materials, 200, 159–169. https://doi.org/10.1016/j.conbuildmat.2018.12.048
Hassanpour-Kasanagh, S., Ahmedzade, P., Fainleib, A. M., & Behnood, A. (2020). Rheological properties of asphalt binders modified with recycled materials: A comparison with Styrene-Butadiene-Styrene (SBS). Construction and Building Materials, 230, 117047. https://doi.org/10.1016/j.conbuildmat.2019.117047
Hassanpour Kasangh, S., Ahmedzade, P., & Günay, T. (2021). An Investigation on Fatigue Life of Long Term Aged Ethylene-Vinyl Acetate (EVA) Polymer Modified Asphalt Binder. International Journal of Eastern Anatolia Science Engineering and Design (IJEASED), 3(1), 55–71. https://doi.org/10.47898/ijeased.828639
Herrera de la Rosa, R., Alonso Aenlle, A., & Villegas Muñoz, N. (2018). Evaluation of natural additives for warm asphalt mix. Revista de La Construcción, 17(2), 330–336. https://doi.org/10.7764/RDLC.17.2.330
Hintz, C., & Bahia, H. (2013). Simplification of Linear Amplitude Sweep Test and Specification Parameter. Transportation Research Record: Journal of the Transportation Research Board, 2370(1), 10–16. https://doi.org/10.3141/2370-02
Hintz, C., Velasquez, R., Johnson, C., & Bahia, H. (2011). Modification and Validation of Linear Amplitude Sweep Test for Binder Fatigue Specification. Transportation Research Record: Journal of the Transportation Research Board, 2207(1), 99–106. https://doi.org/10.3141/2207-13
Hu, M., Sun, D., Zhang, Y., Yu, F., Lu, T., Sun, G., & Ma, J. (2020). Evaluation of weathering aging on resistance of high viscosity modified asphalt to permanent deformation and fatigue damage. Construction and Building Materials, 264, 120683. https://doi.org/10.1016/j.conbuildmat.2020.120683
Kataware, A. V., & Singh, D. (2019). Dynamic mechanical analysis of crumb rubber modified asphalt binder containing warm mix additives. International Journal of Pavement Engineering, 20(9), 1044–1054. https://doi.org/10.1080/10298436.2017.1380806
King, G. Anderson, M., & Hanson, D. Blankenship, P. (2012). Using Black Space Diagrams to Predict Age-Induced Cracking. 7th RILEM International Conference on Cracking in Pavements, 453–463. Springer Netherlands.
Kleizien, R., & Vaitkus, A. (2020). Proceedings of the 5th International Symposium on Asphalt Pavements & Environment (APE) (M. Pasetto, M. N. Partl, & G. Tebaldi, eds.). Cham: Springer International Publishing. https://doi.org/10.1007/978-3-030-29779-4
Kök, B. V., & Çolak, H. (2011). Laboratory comparison of the crumb-rubber and SBS modified bitumen and hot mix asphalt. Construction and Building Materials, 25(8), 3204–3212. https://doi.org/10.1016/j.conbuildmat.2011.03.005
Kök, B. V., Yilmaz, M., & Akpolat, M. (2016). Effect of CR and FT-paraffin versus SBS modification in terms of conventional and rheological properties. International Journal of Pavement Engineering, 1–8. https://doi.org/10.1080/10298436.2016.1149832
Kök, B. V., Yilmaz, M., & Geçkil, A. (2013). Evaluation of Low-Temperature and Elastic Properties of Crumb Rubber– and SBS-Modified Bitumen and Mixtures. Journal of Materials in Civil Engineering, 25(2), 257–265. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000590
Li, Q., Sun, G., Lu, Y., Meng, Y., Luo, S., & Gao, L. (2021). Effects of warm-mix asphalt technologies and modifiers on pavement performance of recy-cled asphalt binders. Journal of Cleaner Production, 282(x), 125435. https://doi.org/10.1016/j.jclepro.2020.125435
Lv, Q., Huang, W., Sadek, H., Xiao, F., & Yan, C. (2019). Investigation of the rutting performance of various modified asphalt mixtures using the Ham-burg Wheel-Tracking Device test and Multiple Stress Creep Recovery test. Construction and Building Materials, 206, 62–70. https://doi.org/10.1016/j.conbuildmat.2019.02.015
Nasr, D., & Pakshir, A. H. (2019). Rheology and storage stability of modified binders with waste polymers composites. Road Materials and Pavement Design, 20(4), 773–792. https://doi.org/10.1080/14680629.2017.1417152
Norouzi, N., Ameli, A., & Babagoli, R. (2019). Investigation of fatigue behaviour of warm modified binders and warm-stone matrix asphalt (WSMA) mixtures through binder and mixture tests. International Journal of Pavement Engineering, 0(0), 1–10. https://doi.org/10.1080/10298436.2019.1659262
Qin, Q., Farrar, M., Turner, T. F., & Planche, J. (2015). Technical White Paper Characterization of the Effects of Wax (Sasobit ®) on Asphalt Binder Fundamental Properties of Asphalts and Modified Asphalts III Product: FP 13 By.
Rahi, M., Fini, E. H., Hajikarimi, P., & Nejad, F. M. (2015). Rutting Characteristics of Styrene-Ethylene/Propylene-Styrene Polymer Modified Asphalt. Journal of Materials in Civil Engineering, 27(4), 04014154. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001102
Rowe, G. M. (2011). Prepared discussion for the AAPT paper by Anderson et al.: Evaluation of the relationship between asphalt binder properties and non-load related cracking. Journal of the Association of Asphalt Paving Technologists, 80, 649–662.
Rowe, G. M., King, G., & Anderson, M. (2014). The Influence of Binder Rheology on the Cracking of Asphalt Mixes in Airport and Highway Projects. Journal of Testing and Evaluation, 42(5), 20130245. https://doi.org/10.1520/JTE20130245
Sabouri, M., Mirzaiyan, D., & Moniri, A. (2018). Effectiveness of Linear Amplitude Sweep (LAS) asphalt binder test in predicting asphalt mixtures fatigue performance. Construction and Building Materials, 171, 281–290. https://doi.org/10.1016/j.conbuildmat.2018.03.146
Sadeq, M., Masad, E., Al-Khalid, H., Sirin, O., & Mehrez, L. (2018). Linear and nonlinear viscoelastic and viscoplastic analysis of asphalt binders with warm mix asphalt additives. International Journal of Pavement Engineering, 19(10), 857–864. https://doi.org/10.1080/10298436.2016.1213592
Safaei, F., & Castorena, C. (2016). Temperature Effects of Linear Amplitude Sweep Testing and Analysis. Transportation Research Record: Journal of the Transportation Research Board, 2574(1), 92–100. https://doi.org/10.3141/2574-10
Stempihar, J., Gundla, A., & Underwood, B. S. (2018). Interpreting Stress Sensitivity in the Multiple Stress Creep and Recovery Test. Journal of Materials in Civil Engineering, 30(2), 04017283. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002153
Wasage, T. L. J., Stastna, J., & Zanzotto, L. (2011). Rheological analysis of multi-stress creep recovery (MSCR) test. International Journal of Pavement Engineering, 12(6), 561–568. https://doi.org/10.1080/10298436.2011.573557
Ye, Y., Xu, G., Lou, L., Chen, X., Cai, D., & Shi, Y. (2019). Evolution of Rheological Behaviors of Styrene-Butadiene-Styrene/Crumb Rubber Composite Modified Bitumen after Different Long-Term Aging Processes. Materials, 12(15), 2345. https://doi.org/10.3390/ma12152345
Zhang, J., Walubita, L. F., Faruk, A. N. M., Karki, P., & Simate, G. S. (2015). Use of the MSCR test to characterize the asphalt binder properties relative to HMA rutting performance – A laboratory study. Construction and Building Materials, 94, 218–227. https://doi.org/10.1016/j.conbuildmat.2015.06.044
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