پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شماره‌ها | 610 |
| تعداد مقالات | 9,028 |
| تعداد مشاهده مقاله | 67,082,830 |
| تعداد دریافت فایل اصل مقاله | 7,656,340 |
Effect of Emulsified Asphalt Content on Creep Behavior and Mechanical Properties of Cold Recycled Emulsified Asphalt Bases | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 15، دوره 9، شماره 4 - شماره پیاپی 24، بهمن 2021، صفحه 133-147 اصل مقاله (1.05 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2021.22513.1485 | ||
| نویسندگان | ||
| Sarella Chakravarthi* 1؛ Galipelli Raj Kumar2؛ Sabavath Shankar3؛ Radhakrishnan Vishnu3 | ||
| 1Research Scholar, Department of Civil Engineering, National Institute of Technology, Warangal, India | ||
| 2Ex-M. Tech, Department of Civil Engineering, National Institute of Technology, Warangal, India | ||
| 3Assistant Professor, Department of Civil Engineering, National Institute of Technology, Warangal, India | ||
| تاریخ دریافت: 11 بهمن 1399، تاریخ بازنگری: 09 اردیبهشت 1400، تاریخ پذیرش: 05 تیر 1400 | ||
| چکیده | ||
| Since the beginning of the 21st century, the rapid development of road infrastructure has facilitated enhanced mobility and accessibility that has caused environmental degradation due to the continuous extraction of natural aggregates. To address this increasing problem, recycled aggregates and Reclaimed Asphalt Pavement (RAP) materials have been utilized in road construction worldwide. The studies related to various emulsified asphalt contents on permanent deformation and other parameters are limited. This study examined the performance characteristics of cold recycled emulsified asphalt bases with RAP materials in different proportions, i.e., 25%, 50%, and 75%, and evaluated in terms of the indirect tensile strength, tensile strength ratio, density, water loss, and permanent deformation at lower and higher emulsified asphalt contents than optimum. The results demonstrated that the total residual binder content influences the permanent deformation characteristics of cold mixes. There was no significant variation in the durability and strength with the RAP at the optimum emulsified asphalt content. But, the emulsified asphalt contents other than optimum influence the strength, density, and permanent deformation. The logarithmic and power-law models are best suited to predict the first-stage permanent deformation of cold mixes. | ||
| کلیدواژه‌ها | ||
| Cold recycling؛ Reclaimed asphalt pavement؛ Permanent deformation؛ Indirect tensile strength؛ Tensile strength ratio | ||
| مراجع | ||
|
[1] James, A., Baumgardner, G., Kadrmas, A., & Simpson, P. (2006). “Asphalt emulsion technology.” Transportation Research Circular, pp.1-15.
[2] Li, Peng, and Juanyu Liu. (2014). “Predictive model for non-linear resilient modulus of emulsified asphalt treated base.” Pavement Materials, Structures, and Performance, pp.383-394.
[3] Shafiei, A., & Namin, M. L. (2014). “Experimental investigation on the effect of hydrated lime on mechanical properties of SMA.” Construction and Building Materials, Vol. 70, pp. 379-387.
[4] Huang, Y. H. (2004). “Pavement analysis and design.” 2 edition. Pearson.
[5] Harvey, J. T., & Tsai, B. W. (1996). “Effects of asphalt content and air void content on mix fatigue and stiffness.” Transportation research record, Vol. 1543(1), pp. 38-45.
[6] Minhas, K. S. (2019). “Effect Of Binder Content On Volumetric Properties Of Asphalt Mixes.” Elk Asia Pacific Journal Of Civil Engineering And Structural Development, Vol. 5(1), pp. 1-24.
[7] Dave, E. V., DeCarlo, C., Hoplin, C. M., Helmer, B., Dailey, J., & Williams, R. C. (2017). “Impact of low asphalt binder for coarse HMA mixes (No. MN/RC 2017-27).” Minnesota. Dept. of Transportation. Research Services & Library.
[8] Khodaii, A., & Mehrara, A. (2009). “Evaluation of permanent deformation of unmodified and SBS modified asphalt mixtures using dynamic creep test.” Construction and Building Materials, Vol. 23(7), pp.2586-2592.
[9] Kaloush, K. E., Witczak, M. W., & Sullivan, B. W. (2003). “Simple performance test for permanent deformation evaluation of asphalt mixtures.” In Sixth international RILEM symposium on performance testing and evaluation of bituminous materials, pp. 498-505.
[10] Kalyoncuoglu, S. F., &Tigdemir, M. (2011). “A model for dynamic creep evaluation of SBS modified HMA mixtures.” Construction and Building Materials, Vol. 25(2), pp. 859-866.
[11] Arimilli, S., Jain, P. K., & Nagabhushana, M. N. (2016). “Optimization of recycled asphalt pavement in the cold emulsified mixtures by mechanistic characterization.” Journal of Materials in Civil Engineering, Vol. 28(2), pp. 04015132.
[12] Sangiorgi, C., Tataranni, P., Simone, A., Vignali, V., Lantieri, C., &Dondi, G. (2017). “A laboratory and field evaluation of Cold Recycled Mixture for base layer entirely made with Reclaimed Asphalt Pavement.” Construction and Building Materials, Vol. 138, pp. 232-239.
[13] Pi, Y., Huang, Z., Pi, Y., Li, G., & Li, Y. (2019). “Composition Design and Performance Evaluation of Emulsified Asphalt Cold Recycled Mixtures.” Materials, Vol. 12(17), pp. 2682.
[14] Dong, W., & Charmot, S. (2019). “Proposed tests for cold recycling balanced mixture design with the measured impact of varying emulsion and cement contents.” Journal of Materials in Civil Engineering, Vol. 31(2), pp. 04018387.
[15] Mounes, S. M., Karim, M. R., Khodaii, A., &Almasi, M. H. (2016). “Evaluation of permanent deformation of geogrid reinforced asphalt concrete using dynamic creep test.” Geotextiles and Geomembranes, Vol. 44(1), pp. 109-116.
[16] Lavasani, M., Namin, M. L., &Fartash, H. (2015). “Experimental investigation on mineral and organic fibers effect on resilient modulus and dynamic creep of stone matrix asphalt and continuously graded mixtures in three temperature levels.” Construction and Building Materials, Vol. 95, pp. 232-242.
[17] Zhou, F., Scullion, T., & Sun, L. (2004). “Verification and modeling of three-stage permanent deformation behavior of asphalt mixes.” Journal of Transportation Engineering, Vol. 130(4), pp. 486-494.
[18] Ahari, A. S., Forough, S. A., Khodaii, A., &Nejad, F. M. (2014). “Modeling the primary and secondary regions of creep curves for SBS-modified asphalt mixtures under dry and wet conditions.” Journal of materials in civil engineering, Vol. 26(5), pp. 904-911.
[19] Ministry of Road Transport and Highways. (2013). “Specifications for Road and Bridge works, 2013.” FifthRevision, Ministry of Road Transport and Highways, New Delhi, India.
[20] Asphalt Institute Manual, A. B. A. E. (1997). Manual Series No. 19.
[21] Bessa, I. S., Almeida, L. R., Vasconcelos, K. L., & Bernucci, L. L. (2016). “Design of cold recycled mixes with asphalt emulsion and portland cement.” Canadian Journal of Civil Engineering, Vol. 43(9), pp. 773-782.
[22] Joni, H. H., & Hashim, M. S. (2018). “Evaluation silica fume addition on some properties of cold bitumen emulsion mixtures (CBEMs).” In IOP Conference Series: Materials Science and Engineering, Vol. 433(1), pp. 012021. IOP Publishing.
[23] Asphalt Academy. (2009). “Technical guideline: Bitumen stabilised materials.” A guide for the design and construction of bitumen emulsion and foamed bitumen stabilised materials.
[24] IS 2386 (Part I, Part II, Part III and Part IV) (1963). “Tests on Aggregates.” Bureau of Indian Standards, Manak Bhavan, New Delhi.
[25] IS 8887 (2018). “Bitumen Emulsion for Roads (Cationic type) Specification.” Indian Roads Congress.
[26] IS 3117. (2004). “Bitumen Emulsion for Roads and allied Applications (Anionic type).” Bureau of Indian Standards, Manak Bhavan, New Delhi.
[27] IS 1203. (1978). “Indian standard methods for testing tar and bituminous materials(Determination of Penetration).” Bureau of Indian Standards.
[28] IS 1208. (1978). “Indian standard methods for testing tar and bituminous materials (Determination of ductility).” Bureau of Indian Standards.
[29] Congress, Indian Roads. (2014). "Use of Cold Mix Technology in Construction & Maintainance of Roads Using Bitumen Emulsion IRC: SP-100: 2014." In Indian Roads Congress, New Delhi. 2014.
[30] ASTM D6931. (2012). “Standard test method for indirect tensile (IDT) strength of bituminous mixtures.” ASTM, West Conshohocken, PA. 2012.
[31] Behnood, A., Gharehveran, M. M., Asl, F. G., & Ameri, M. (2015). “Effects of copper slag and recycled concrete aggregate on the properties of CIR mixes with bitumen emulsion, rice husk ash, Portland cement and fly ash.” Construction and Building Materials, Vol. 96, pp. 172-180.
[32] NCHRP 465. (2002). “Simple performance test for Superpave mix design.” National Cooperative Highway Research Program (NCHRP) Rep. No. 465.
[33] Daryaee, D., Ameri, M., & Mansourkhaki, A. (2020). “Utilizing of waste polymer modified bitumen in combination with rejuvenator in high reclaimed asphalt pavement mixtures.” Construction and Building Materials, Vol. 235, pp. 117516.
[34] Goli, H., & Latifi, M. (2020). “Evaluation of the effect of moisture on the behavior of warm mix asphalt (WMA) mixtures containing recycled asphalt pavement (RAP).” Construction and Building Materials, Vol. 247, pp. 118526.
[35] Sobhi, S., Yousefi, A., & Behnood, A. (2020). “The effects of Gilsonite and Sasobit on the mechanical properties and durability of asphalt mixtures.” Construction and Building Materials, Vol. 238, pp. 117676.
[36] Chew, J. W., Poovaneshvaran, S., Hasan, M. R. M., Hamzah, M. O., Valentin, J., & Sani, A. (2020). “Microscopic analysis and mechanical properties of Recycled Paper Mill Sludge modified asphalt mixture using granite and limestone aggregates.” Construction and Building Materials, Vol. 243, pp. 118172.
[37] Al-Khateeb, G. G., Al-Suleiman Obaidat, T. I., Khedaywi, T. S., & Elayan, M. S. (2018). “Studying rutting performance of Superpave asphalt mixtures using unconfined dynamic creep and simple performance tests.” Road Materials and Pavement Design, Vol. 19(2), pp. 315-333.
[38] Babagoli, R., Ameli, A., & Shahriari, H. (2016). “Laboratory evaluation of rutting performance of cold recycling asphalt mixtures containing SBS modified asphalt emulsion.” Petroleum Science and Technology, Vol. 34(4), pp. 309-313.
[39] Zhu, T., Ma, T., Huang, X., & Wang, S. (2016). “Evaluating the rutting resistance of asphalt mixtures using a simplified triaxial repeated load test.” Construction and Building Materials, Vol. 116, pp. 72-78.
[40] Mounes, S. M., Karim, M. R., Khodaii, A., & Almasi, M. H. (2016). “Evaluation of permanent deformation of geogrid reinforced asphalt concrete using dynamic creep test.” Geotextiles and Geomembranes, Vol. 44(1), pp. 109-116.
[41] Lavasani, M., Namin, M. L., & Fartash, H. (2015). “Experimental investigation on mineral and organic fibers effect on resilient modulus and dynamic creep of stone matrix asphalt and continuous graded mixtures in three temperature levels.” Construction and Building Materials, Vol. 95, pp. 232-242.
[42] Ziari, H., Nakhaei, M., Akbari Nasrekani, A., & Moniri, A. (2016). “Characterization of rutting resistance of EBS-modified asphalt mixtures.” Petroleum Science and Technology, Vol. 34(13), pp. 1107-1112.
[43] Congress, I. R. (2001). “Guidelines for the design of flexible pavements.” Indian code of practice, IRC, 37. | ||
|
آمار تعداد مشاهده مقاله: 594 تعداد دریافت فایل اصل مقاله: 384 |
||