Experimental Investigation of High Temperature Behaviour of an Asphalt Binder Modified with Laval University Silica Based on Multiple Stress Creep and Recovery Test

Reza Fallah, Gholamali Shafabakhsh, Zohreh Bahrami

Abstract


For experimental investigation of the high temperature behaviour of an asphalt binder modified with Laval university silica (LUS-1) nanostructured particle, four different asphalt binders were produced using a mixture of 2, 4, 6 and 8 wt% of this additive and a neat bitumen at 170 °C. The neat bitumen was yielded from crude oil refining and had a penetration grade of 85–100. After a 20 min vibration, the produced mixtures were mechanically mixed for 30 min in a high-shear homogenizer mixer with an angular velocity of 4500 rpm. Then, the modified binders and neat bitumen were subjected to multiple stress creep and recovery (MSCR) test, after the aging process in rolling thin film oven (RTFOT) test. The results of this study, which were in agreement with the results of the dynamic shear rheometer (DSR) test, indicated that LUS-1 could improve the high temperature behaviour of binders. The greatest improvement occurred using 4 wt% of LUS-1, where this improvement was more pronounced at high stress levels. Elevating the levels of stress and temperature led to diminished traffic grade and more viscous behaviour in asphalt binders modified with LUS-1.

Keywords:
high temperature behaviour; modified asphalt binder; multiple stress creep and recovery test; nanostructured silica; non-recoverable creep compliance; recovery percent; rutting

Full Text:

 PDF

References


AASHTO M 332. (2019). Standard specification for performance-graded asphalt binder using multiple stress creep recovery (MSCR) test. AASHTO specifications and test methods. https://store.transportation.org/Item/PublicationDetail?ID=4595

Al-Omari, A., Taamneh, M., Khasawneh, M. A., & Al-Hosainat, A. (2020). Effect of crumb tire rubber, microcrystalline synthetic wax, and nano silica on asphalt rheology. Road Materials and Pavement Design, 21(3), 757–779. https://doi.org/10.1080/14680629.2018.1527718

Arshad, A. K., Samsudin, M. S., Masri, K. A., Karim, M. R., & Abdul Halim, A. G. (2017). Multiple stress creep and recovery of nanosilica modified asphalt binder. MATEC Web of Conferences, International Symposium on Civil and Environmental Engineering,103, Article 09005. https://doi.org/10.1051/matecconf/201710309005

Ashish, P. K., &Singh, D. (2019). Effect of Carbon Nano Tube on performance of asphalt binder under creep-recovery and sustained loading conditions. Construction and Building Materials, 215, 523–543. https://doi.org/10.1016/j.conbuildmat.2019.04.199

ASTM D7405. (2015). Standard test method for multiple stress creep and recovery (MSCR) of asphalt binder using a dynamic shear rheometer. ASTM International. https://www.astm.org/Standards/D7405.htm

Babagoli, R., Vamegh, M., & Mirzababaei, P. (2018). Laboratory evaluation of the effect of SBS and Lucobite on performance properties of bitumen. Petroleum Science and Technology, 37(3), 255–260. https://doi.org/10.1080/10916466.2018.1539748

Bahrami, Z., Badiei, A., Atyabi, F., Darabi, H. R., & Mehravi, B. (2015). Piperazine and its carboxylic acid derivatives-functionalized mesoporous silica as nanocarriers for gemcitabine: Adsorption and release study. Materials Science and Engineering: C,49, 66–74. https://doi.org/10.1016/j.msec.2014.12.069

Beck, J. et al. (1992). Synthesis of mesoporous crystalline material (Google patentUS5108725). https://patents.google.com/patent/US5108725A/en

Bonneviot, L., Morin, M., & Badiei, A. (2003). Mesostructured metal or non-metal oxides and method for making same (US Patent 0133868).

D’Angelo, J. (2009). The relationship of the MSCR test to rutting. Road Materials and Pavement Design, 10, 61–80. https://doi.org/10.1080/14680629.2009.9690236

Delgadillo, R., Cho, D. W., & Bahia, H. (2006). Nonlinearity of repeated creep and recovery binder test and relationship with mixture permanent deformation. Transportation Research Record: Journal of the Transportation Research Board, 1962(1), 2–11. https://doi.org/10.1177/0361198106196200101

Dong, Z., Zhou, T., Luan, H., Williams, R. C., Wang, P., & Leng, Z. (2019). Composite modification mechanism of blended bio-asphalt combining styrene butadiene-styrene with crumb rubber: A sustainable and environmental friendly solution for wastes. Journal of Cleaner Production, 214, 593–605. https://doi.org/10.1016/j.jclepro.2019.01.004

Fischer, H. R., & Cernescu, A. (2015). Relation of chemical composition to asphalt microstructure – Detailsand properties of micro-structures in bitumen as seen by thermal and friction force microscopy and byscanning near-filed optical microscopy. Fuel, 153, 628–633. https://doi.org/10.1016/j.fuel.2015.03.043

Ghanoon, S. A., &Tanzadeh, J. (2019). Laboratory evaluation of nano-silica modification on rutting resistance of asphalt binder. Construction and Building Materials, 223, 1074–1082. https://doi.org/10.1016/j.conbuildmat.2019.07.295

Ghasemi, M., Marandi, S. M., Tahmooresi, M., Jalalkamali, R., & Taherzade, R. (2012). Modification of stone matrix asphalt with nano-SiO2. Journal of Basic and Applied Scientific Research, 2(2), 1338–1344.

Han L., Zheng M., Li J., Li Y., Zhu Y., & Ma Q. (2017). Effect of nano silica and pretreated rubber on the properties of terminal blend crumb rubber modified asphalt. Construction and Building Materials, 157, 277−291. https://doi.org/10.1016/j.conbuildmat.2017.08.187

Laukkanen, O.-V., Soenen, H., Pellinen, T., Heyrman, S., & Lemoine, G. (2014). Creep-recovery behaviour of bituminous binders and its relation to asphalt mixture rutting. Materials and Structures, 48, 4039–4053. https://link.springer.com/article/10.1617/s11527-014-0464-7

Lei, Z., Chao, X., Fei, G., Tian-shuai, L., &Yi-qiu, T. (2016). Using DSR and MSCR tests to characterize high temperature performance of different rubber modified asphalt. Construction and Building Materials, 127, 466–474. https://doi.org/10.1016/j.conbuildmat.2016.10.010

Li, R., Xiao, F., Amirkhanian, S., You, Z., & Huang, J. (2017). Developments of nano materials and technologies on asphalt materials – A review. Construction and Building Materials, 143, 633–648. https://doi.org/10.1016/j.conbuildmat.2017.03.158

Lin, P., Yan, C., Huang, W., Li, Y., Zhou, L., Tang, N., Xiao, F., Zhang, Y., & Quan, L. (2019). Rheological, chemical and aging characteristics of high content polymer modified asphalt. Construction and Building Materials, 207, 616−629. https://doi.org/10.1016/j.conbuildmat.2019.02.086

Lv, Q., Huang, W., Sadek, H., Xiao, F., & Yan, C. (2019). Investigation of the rutting performance of various modified asphalt mixtures using the Hamburg 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

Mansourian, A., Rezazad, G. A., Karimian, K. F. (2019). Performance evaluation of asphalt binder modified with EVA/HDPE/nanoclay based on linear and non-linear viscoelastic behaviors. Construction and Building Materials, 208, 554−563. https://doi.org/10.1016/j.conbuildmat.2019.03.065

Marinho Filho, P. G. T., Rodrigues dos Santos, A. T., Lucena, L. C. F. L., & Neto, V. F. de S. (2019). Rheological evaluation of asphalt binder 50/70 incorporated with titanium dioxide nanostructured particles. Journal of Materials in Civil Engineering, 31(10). https://doi.org/10.1061/(ASCE)MT.1943-5533.0002885

Moeini, A. R., Badiei, A., & Rashidi, A. M. (2019). Effect of nanosilica morphology on modification of asphalt binder. Road Materials on Pavement Design, 21(8), 2230–2246. https://doi.org/10.1080/14680629.2019.1602072

Navarro, F., Tauste, R., Sol-Sánchez, M., & Rubio-Gámez, M.C. (2019). New approach for characterising the performance of asphalt binders through the multiple stress creep and recovery test. Road Materials and Pavement Design, 20(sup1), S500–S520. https://doi.org/10.1080/14680629.2019.1595094

Saltan, M., Terzi, S., & Karahancer, S. (2017). Examination of hot mix asphalt and binder performance modified with nano silica. Construction and Building Materials, 156, 976–984. https://doi.org/10.1016/j.conbuildmat.2017.09.069

Saltan, M., Terzi, S., & Karahancer, S. (2018). Performance analysis of nano modified bitumen and hot mix asphalt. Construction and Building Materials, 173, 228−237. https://doi.org/10.1016/j.conbuildmat.2018.04.014

Shafabakhsh, G. H., & Ani, O. J. (2015). Experimental investigation of effect of nano TiO2/SiO2 modifiedbitumen on the rutting and fatigue performance of asphalt mixtures containing steel slag aggregates. Construction and Building Materials, 98, 692–702. https://doi.org/10.1016/j.conbuildmat.2015.08.083

Shafabakhsh, G.H., Jafari Ani, O., & Mirabdolazimi, S.M. (2015). Experimental investigation on rutting performance of micro silica modified asphalt mixtures. International Journal of Engineering Research& Technology, 4(1), 371–378.

Shafabakhsh, G.A., Motamedi, M., Firouznia, M., & Isazadeh, M. (2019). Experimental investigation of the effect of asphalt binder modified with nanosilica on the rutting, fatigue and performance grade. Petroleum Science and Technology, 37(13), 1495–1500. https://doi.org/10.1080/10916466.2018.1476534

Shi, X., Cai, L., Xu, W., Fan, J., & Wang, X. (2018). Effects of nano-silica and rock asphalt on rheological properties of modified bitumen. Construction and Building Materials, 161, 705–714. https://doi.org/10.1016/j.conbuildmat.2017.11.162

Sun, L., Xin, X., & Ren, J. (2017). Asphalt modification using nano-materials and polymers composite considering high and low temperature performance. Construction and Building Materials, 133, 358–366. https://doi.org/10.1016/j.conbuildmat.2016.12.073

Taherkhani, H., & Afroozi, S. (2016). The properties of nanosilica-modified asphalt cement. Petroleum Science and Technology, 34(15), 1381−1386. https://doi.org/10.1080/10916466.2016.1205604

Tang, J., Zhu, C., Zhang, H., Xu, G., Xiao, F., & Amirkhanian, S. (2019). Effect of liquid ASAs on the rheological properties of crumb rubber modified asphalt. Construction and Building Materials, 194, 238−246. https://doi.org/10.1016/j.conbuildmat.2018.11.028

Villacorta, F., & Nordcbeck, A. (2019). Optimum content of nano-silica to ensure proper performance of an asphalt binder. Road Materials and Pavement Design, 20(2), 414–425. https://doi.org/10.1080/14680629.2017.1385510

Wang, C., & Wang, Y. (2019). Physico-chemo-rheological characterization of neat and polymer-modified asphaltbinders. Construction and Building Materials, 199, 471–482. https://doi.org/10.1016/j.conbuildmat.2018.12.064

Wanyika, H. (2013). Sustained release of fungicide metalaxyl by mesoporous silica nanospheres. Journal of Nanoparticle Research, 15(8), 1–9. https://link.springer.com/article/10.1007/s11051-013-1831-y

Yang, J., & Tighe, S. (2013). A review of advances of nanotechnology in asphalt mixtures. Procedia – Social and Behavioral Sciences, 96, 1269–1276. https://doi.org/10.1016/j.sbspro.2013.08.144

Yang, Q., Liu, Q., Zhong, J., Hong, B., Wang, D., & Oeser, M. (2019). Rheological and micro-structural characterization of bitumen modified with carbon nanomaterials. Construction and Building Materials, 201, 580−589. https://doi.org/10.1016/j.conbuildmat.2018.12.173

Zhou, Z., Gu, X., Dong, Q., Ni, F., & Jiang, Y. (2019). Rutting and fatigue cracking performance of SBS-RAP blended binders with a rejuvenator. Construction and Building Materials, 203, 294–303. https://doi.org/10.1016/j.conbuildmat.2019.01.119




DOI: 10.7250/bjrbe.2022-17.551

Refbacks

  • There are currently no refbacks.


Copyright (c) 2022 Reza Fallah, Gholamali Shafabakhsh, Zohreh Bahrami

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.