Details
Title
Effect of reclaimed asphalt shingles addition on asphalt concrete dynamic modulus master curvesJournal title
Archives of Civil EngineeringYearbook
2021Volume
vol. 67Issue
No 3Affiliation
Zieliński, Piotr : Cracow University of Technology, Faculty of Civil Engineering, ul. Warszawska 24, 31-155 Kraków, PolandAuthors
Keywords
asphalt concrete (AC) ; reclaimed asphalt shingles (RAS) ; dynamic modulus master curve ; Blackcurve ; Cole-Cole plotDivisions of PAS
Nauki TechniczneCoverage
109-122Publisher
WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCESBibliography
[1] Pouranian M. R., Shishehbor M., “Sustainability Assessment of Green Asphalt Mixtures: A Review”, Environments 2019, 6, 73, p. 55. https://doi.org/10.3390/environments6060073
[2] Williams R.C., Cascione A., Yu J., Haugen D., Marasteanu M., McGraw J., “Performance of recycled asphalt shingles in hot mix asphalt”, Institute for Transportation and Iowa State University, August 2013.
[3] J.J. Foxlow, J.S. Daniel, A.K. Swamy, ”RAP or RAS? The differences in performance of HMA containing reclaimed asphalt pavement and reclaimed asphalt shingles”, Journal of the Association of Asphalt Paving Technologists, Volume 80, pp 347–376, 2011.
[4] Barry K., Daniel J. S., Foxlow J., Gray K., “An evaluation of reclaimed asphalt shingles in hot mix asphalt by varying sources and quantity of reclaimed asphalt shingles”, Road Materials and Pavement Design, Vol. 15, No. 2, 2014, pp. 259–271. https://doi.org/10.1080/14680629.2013.861765
[5] H. Baaj, M. Ech, N. Tapsoba, C. Sauzeat, H. Di Benedetto, “Thermomechanical characterization of asphalt Mixtures modified with high contents of asphalt shingle modifier (ASM®) and reclaimed asphalt pavement (RAP)”, Materials and Structures, 2013, https://doi.org/10.1617/s11527-013-0015-7
[6] Zhou F., Li H., Hu S., Button J.W., Epps J.A., ”Characterization and best use of recycled asphalt shingles in hot-mix asphalt”, Report No. FHWA/TX-13/0-6614-2, TEXAS A&M TRANSPORTATION INSTITUTE, USA, 2013, p. 107.
[7] J. Darnell, C.A. Bell, ”Performance based selection of RAP/RAS in asphalt mixtures”, Report No. FHWA/OR-RD-16-08, Oregon Dept. of Transportation, Washington, USA, p. 107, 2015.
[8] Jaczewski M., Judycki J., Jaskuła P., „Lepkoplastyczne modelowanie mieszanek mineralno-asfaltowych przy długim czasie obciążenia za pomocą krzywych wiodących i jego ograniczenia”, Drogownictwo, 10/2015, pp. 336–340.
[9] P. Zieliński, “Study of the possibility of increasing manufacture waste asphalt shingles additive to hot mix asphalt”, 18 International Multidisciplinary Scientific GeoConference SGEM 2018, Volume 18, 2018, pp. 191–198. https://doi.org/10.5593/sgem2018/4.2/S18.025
[10] PN-EN 12697-33 „Mieszanki mineralno-asfaltowe. Metody badań mieszanek mineralno-asfaltowych na gorąco”. Część 33: Przygotowanie próbek zagęszczanych urządzeniem wałującym.
[11] PN-EN 12697-26 „Mieszanki mineralno-asfaltowe. Metody badań mieszanek mineralno-asfaltowych na gorąco”. Część 26: Sztywność.
[12] Computer Program Statgraphics Plus v. 5.1, A Manugistics Inc. Product, Rockville, MD USA, 2000,
[13] R. Bonaquist, “NCHRP Report 614 Refining the Simple Performance Tester for Use In Routine Practice”, Project 9–29, Transportation Research Board, Washington 2008. https://dx.doi.org/10.17226/14158
[14] źródło internetowe, https://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP09-29_mastersolver2-2.xls, dostęp: 25.03.2019r.
[15] M. Jaczewski, Ł. Mejłun, „Wyznaczanie parametrów lepkosprężystego modelu Burgersa mieszanek mineralno-asfaltowych na podstawie badania pod obciążeniem dynamicznym”, Drogownictwo, 11/2013, pp. 344–348.