پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 657 |
| تعداد مقالات | 9,644 |
| تعداد مشاهده مقاله | 68,673,775 |
| تعداد دریافت فایل اصل مقاله | 48,159,711 |
The Experimental Investigation of Fatigue Life of Hot Mix Asphalt with Different Air Void Contents, Aggregate Type and Bitumen Grade at Low Temperature | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 8، دوره 10، شماره 1 - شماره پیاپی 25، اردیبهشت 2022، صفحه 126-140 اصل مقاله (1.11 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2021.23214.1502 | ||
| نویسندگان | ||
| Gholamali Shafabakhsh1؛ Hamed Momenabadi2؛ Seyyed Mohammad Mirabdolazimi* 3 | ||
| 1Professor, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 2M.Sc. Graduated, Faculty of Civil Engineering, Semnan University, Semnan, Iran | ||
| 3Assistant Professor, Faculty of Engineering, University of Guilan, Rasht, Iran | ||
| تاریخ دریافت: 01 اردیبهشت 1400، تاریخ بازنگری: 05 خرداد 1400، تاریخ پذیرش: 07 تیر 1400 | ||
| چکیده | ||
| Fatigue behavior of Asphalt pavement is dependent on different parameters, including the bitumen, Aggregate, and mixture design. This study aims to investigate the effects of different air void contents of asphalt mixes prepared using two common bitumen types in Iran, 60/70 and 85/100, and limestone as well as silica aggregates on the fatigue life of the asphalt mixes at 5℃. First, the optimal amount of bitumen was calculated for each aggregate using the Marshall test. Then, to determine the fatigue behavior of the asphalt samples, indirect tensile tests were performed with controlled stresses at the levels of 100, 200, and 300 kPa. The results indicated that the 60/70 bitumen sample had a longer fatigue life than the 85/100 bitumen sample. The effect of the changing the bitumen type from 60/70 to 85/100 on fatigue life is more noticeable than the effect of the changing the air void content. Furthermore, it was revealed that lime aggregates have a higher fatigue life in comparison to silica aggregates, and the influence of increasing the air void content on fatigue life reduction is larger than that of changing the aggregate type. Eventually, some models were proposed to describe the fatigue life of asphalt mixes with different materials and different air void contents based on experimental studies and numerical analyses. | ||
| کلیدواژه‌ها | ||
| Asphalt mixture؛ Fatigue life؛ Low temperature؛ Air void contents؛ ITF | ||
| مراجع | ||
|
[1] Huang, Y.H. (1993). “Pavement analysis and design”, London: Prentice-Hall Inc.
[2] Yoder, E.J., Witczak, M.W. (1975). “Principles of pavement design” 2nd Edition, London: John Willey and Sons.
[3] Tangella, S. C. S. R., Craus, J., Deacon, J.A., and Monismith, C. L. (1990). “Summary report on fatigue response of asphalt mixtures”, SHRP-A-003-A.
[4] Strategic Highway Research Program. (1994). “Fatigue response of asphalt-aggregate mixes” Washington: Strategic Highway Research Program SHRP-A-404.
[5] H. Di Benedetto, C. de La Roche, H. Baaj, A. Pronk, and R. Lundström. (2004). “Fatigue of bituminous mixtures,” Mater. Struct., vol. 37, no. 3, pp. 202–216.
[6] Pell, P.S., and Taylor, I.F. (1969). “Asphaltic road materials in fatigue”. Journal of the Association of Asphalt Paving Technologists (AAPT), vol. 38, pp. 577-593.
[7] Epps, J.A., and Monismith, C.L. (1971). “Fatigue of asphalt concrete mixtures-summary of existing information.
[8] Al-Khateeb, G., and Ghuzlan, K. (2014). “The combined effect of loading frequency, temperature and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration”. International Journal of Fatigue, vol. 59, pp. 254-261.
[9] Jiang-Maio, Y., Zhi L., Shao-Huai, W., and Xiao-Ning, X. (2005). “A study of fatigue performance of asphalt mixes based on the uniform design method”. In: Proceedings of the 24th South African Conference, Pretoria, South Africa.
[10] Al-Khateeb, G., Stuart, K., Mogawer, W., and Gibson, N. (2008). “Fatigue performance: asphalt binders versus mixtures versus full-scale pavements”. Canadian Journal of Transportation (CJT), pp. 3-33.
[11] Minhoto, M.J.C., Pais, J.C., and Fontes L.P.T.L. (2009). “Evaluation of fatigue performance at different temperatures”. In: Proceedings of the 2nd Workshop on Four-point Bending. Guimarães, Portugal: University of Minho.
[12] Baladi, G. (1989). “Fatigue life and permanent deformation characteristics of asphalt concrete mixes” Transp. Res. Rec., no. 1227.
[13] Arabani, M., Mirabdolazimi, S.M. (2011). “Experimental investigation of the fatigue behavior of asphalt concrete mixtures containing waste iron powder”. Materials Science and Engineering, vol. 528, 3866-3870.
[14] Arabani, M., Mirabdolazimi, S.M., Ferdowsi, B. (2012). “Modeling the fatigue behaviors of glasphalt mixture”. Scientia Iranica A, vol. 19, pp. 341-345.
[15] Shafabakhsh, GH., Mirabdolazimi, S.M., Sadeghnejad, M. (2014). “Evaluation the effect of nano-TiO2 on the rutting and fatigue behavior of asphalt mixtures”. Construction and Building Materials, vol. 54, pp. 566-571.
[16] Shafabakhsh, GH., Motamedi, M., Firouznia, M., Isazadeh, M. (2019). “Experimental investigation of the effect of asphalt binder modified with nano-silica on the rutting, fatigue and performance grade”. Petroleum Science and Technology, vol. 37, pp. 1495-1500.
[17] Lotfi-eghlim, A., Karimi, M. S. (2016). “Fatigue Behavior of Hot Mix Asphalt Modified with Nano AL2O3 – An Experimental Study,” Adv. Sci. Technol., vol. 10, no. 31, pp. 58–63.
[18] Mogawer, W. S., Austerman, A. J., Daniel, J. S., Zhou, F., Bennert, T. (2011). “Evaluation of the Effects of Hot Mix Asphalt Density on Mixture Fatigue Performance, Rutting Performance and MEPDG Distress Predictions,” Int. J. Pavement Eng., vol. 12, no. 2, pp. 161–175.
[19] Abo-Qudais, S., Shatnawi, I. (2007). “Prediction of bituminous mixture fatigue life based on accumulated strain,” Constr. Build. Mater., vol. 21, no. 6, pp. 1370–1376.
[20] Wang, D., Linbing, W., Christian, D and Zhou, G. (2013). “Fatigue Properties of Asphalt Materials at Low In-Service Temperatures,” J. Mater. Civ. Eng., vol. 25, no. 9, pp. 1220–1227.
[21] Nguyen, M. T., Lee, H. J., Baek, J. (2013). “Fatigue Analysis of Asphalt Concrete under Indirect Tensile Mode of Loading Using Crack Images,” J. Test. Eval., Vol. 41, no. 1, pp. 1–11.
[22] Al-Khateeb, G., Alqudah, O. (2018). “Effect of Short-Term and Long-Term Aging on Fatigue Performance of Superpave Hot-Mix Asphalt (HMA)”. Jordan Journal of Civil Engineering, vol. 12, no. 4, pp. 580–589.
[23] Das, B., Babar, P., Siddagangaiah, A. (2021). “Impact of Aging and Moisture on Fatigue Life of Asphalt Mixture”. Advances in Civil Engineering Materials, vol. 10, no. 1, pp. 1-15.
[24] Liu, C., Lv, S., Peng, X., Zheng, J., Yu, M. (2020). “Analysis and Comparison of Different Impacts of Aging and Loading Frequency on Fatigue Characterization of Asphalt Concrete”. Journal of Materials in Civil Engineering, vol. 32, no. 9.
[25] Shafabakhsh, GH., Motamedi, M., Azadi, M. (2021). “Rehabilitation of Asphalt Binder to Improve Rutting, Fatigue and Thermal Cracking Behavior using Nano-Silica and Synthesized Polyurethane”. Journal of Rehabilitation in Civil Engineering, vol. 9, no. 1, pp. 19-28.
[26] Mirabdolazimi, S. M., & Shafabakhsh, G. A. (2018). New Model for Visco-Elastic Behavior of Asphalt Mixture with Combined Effect of Stress and Temperature. International Journal of Engineering, 31(6), 894-902.
[27] Arabani, M., & Kamboozia, N. (2013). Simulating the visco-elasto plastic behavior of glasphalt mixtures by using of modified Burgers model. Technical Journal of Engineering and Applied Sciences, 3(8), 678-685.
[28] Sezavar, R., Shafabakhsh, G., & Mirabdolazimi, S. M. (2019). New model of moisture susceptibility of nano silica-modified asphalt concrete using GMDH algorithm. Construction and Building Materials, 211, 528-538.
[29] Behbahani, H., Ziari, H., & Kamboozia, N. (2016). Evaluation of the visco-elasto-plastic behavior of glasphalt mixtures through generalized and classic burger’s models modification. Construction and Building Materials, 118, 36-42.
[30] Shafabakhsh, G., Sadeghnejad, M., & Ebrahimnia, R. (2021). Fracture resistance of asphalt mixtures under mixed-mode I/II loading at low-temperature: Without and with nano SiO2. Construction and Building Materials, 266, 120954.
[31] Mirabdolazimi, S.M., Pakenari, M.M. & Kargari, A. (2021) Effect of Nanosilica on Moisture Susceptibility of Asphalt Emulsion Mixture. Arab J Sci Eng . https://doi.org/10.1007/s13369-021-05696-3.
[32] Kamboozia, N., Ziari, H., & Behbahani, H. (2018). Artificial neural networks approach to predicting rut depth of asphalt concrete by using of visco-elastic parameters. Construction and Building Materials, 158, 873-882.
[33] Mirabdolazimi, S. M., & Shafabakhsh, G. (2022). Performance Evaluation of Burgers Model and New Proposed Model Based on Genetic Programming Technique in Estimation of Visco-Elastic Behavior of Asphalt Concrete. Journal of Transportation Infrastructure Engineering, 3(1), 39-52.
[34] Sadeghnejad, M., Arabani, M., & Taghipoor, M. (2018). Predicting the impact of temperature and stress on the glasphalt mixtures’ rutting behavior. International Journal of Pavement Research and Technology, 11(3), 300-310.
[35] AASHTO guide for design of pavement structures, (1993).
[36] ASTM D 1559. (2002). Standard Test Method for Marshall Test, Annual Book of ASTM Standards, American Society for Testing and Materials, West Conshohocken. | ||
|
آمار تعداد مشاهده مقاله: 708 تعداد دریافت فایل اصل مقاله: 390 |
||