Recommendation of RILEM TC 264 RAP on the evaluation of asphalt recycling agents for hot mix asphalt

被引:43
作者
Hugener, Martin [1 ]
Di Wang [2 ]
Falchetto, Augusto Cannone [2 ]
Porot, Laurent [3 ]
Kara De Maeijer, Patricia [4 ]
Oreskovic, Marko [5 ]
Sa-da-Costa, Margarida [6 ]
Tabatabaee, Hassan [7 ]
Bocci, Edoardo [8 ]
Kawakami, Atsushi [9 ]
Hofko, Bernhard [10 ]
Grilli, Andrea [11 ]
Pasquini, Emiliano [12 ]
Pasetto, Marco [12 ]
Zhai, Huachun [13 ]
Soenen, Hilde [14 ]
Van den Bergh, Wim [4 ]
Cardone, Fabrizio [15 ]
Carter, Alan [16 ]
Vasconcelos, Kamilla [17 ]
Carbonneau, Xavier [18 ]
Lorserie, Aurelie [18 ]
Mladenovic, Goran [5 ]
Koudelka, Tomas [19 ]
Coufalik, Pavel [19 ]
Zhang, Runhua [20 ]
Dave, Eshan [20 ]
Tebaldi, Gabriele [21 ]
机构
[1] Empa Mat Sci & Technol, Uberlandstr 129, CH-8600 Dubendorf, Switzerland
[2] Aalto Univ, Dept Civil Engn, Rakentajanaukio 4, Espoo 02150, Finland
[3] Kraton Chem BV, Transistorstr 16, NL-1322 CE Almere, Netherlands
[4] Univ Antwerp, Fac Appl Engn, EMIB, B-2020 Antwerp, Belgium
[5] Univ Belgrade, Fac Civil Engn, Bulevar Kralja Aleksandra 73, Belgrade, Serbia
[6] Natl Lab Civil Engn, Av Brasil 101, P-1700075 Lisbon, Portugal
[7] POB 9300, Minneapolis, MN 55440 USA
[8] eCampus Univ, Via Isimbardi 10, I-22060 Novedrate, CO, Italy
[9] Tokyo Inst Technol, Dept Biol Informat, Midori Ku, 4259 Nagatsuta, Yokohama, Kanagawa 2268501, Japan
[10] TU Wien, Inst Transportat, Gusshausstr 28-E230-3, A-1040 Vienna, Austria
[11] Univ Republ San Marino, Dept Econ Sci & Law, San Marino, CA 47890 USA
[12] Univ Padua, Dept Civil Environm & Architectural Engn ICEA, I-35131 Padua, Italy
[13] Idaho Asphalt Supply Inc, 800 North Sugar Ave, Nampa, ID 83687 USA
[14] NYNAS NV, Bitumen Res, B-2020 Antwerp, Belgium
[15] Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture, Via Brecce Bianche, I-60131 Ancona, Italy
[16] Ecole Technol Super LCMB ETS, Dept Construct Engn, Montreal, PQ H3C, Canada
[17] Univ Sao Paulo, Lab Pavement Technol, Cidade Univ,Travessa 2,83, Sao Paulo, SP, Brazil
[18] Campus Sci & Tech CST COLAS, 4 Rue Jean Mermoz, F-78771 Magny Les Hameaux, France
[19] Brno Univ Technol, Fac Civil Engn, Inst Rd Struct, Brno, Czech Republic
[20] Univ New Hampshire, Dept Civil & Environm Engn, 33 Acad Way, Durham, NH 03824 USA
[21] Univ Parma, Dept Civil & Environm Engn & Architecture, Parma, Italy
关键词
Reclaimed asphalt; Asphalt Recycling Agent (ARA); Binder; Rheology; Ageing; Dynamic shear rheometer;
D O I
10.1617/s11527-021-01837-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This recommendation is based on the results of an inter-laboratory study organised by the RILEM technical committee TC 264-RAP "Asphalt Pavement Recycling"-Task Group 3 (TG3) focusing on Asphalt Binder for Recycled Asphalt Mixture. The TG3 aimed to evaluate the effect of a specific family of materials known as asphalt recycling agent (ARA) on the aged binder under different configurations. Even though ageing is an irreversible phenomenon, effective ARA must have the capability to improve the flexibility of the bituminous materials and their resistance against cracking susceptibility with no adverse effect on the rutting resistance of pavements containing reclaimed asphalt. A total of 17 participating laboratories analysed the properties of binder blends composed of aged binder from reclaimed asphalt in three different contents (60, 80, 100%), ARA and virgin binder. The physical properties of the blends were thoroughly evaluated through traditional and rheological binder testing. This recommendation proposes to restore the original material properties at low and intermediate temperatures (i.e. cracking resistance) while balancing the high-temperature characteristics (i.e. rutting susceptibility) with durable impact throughout the progression of ageing phenomena. Therefore, useing of the Dynamic Shear Rheometer is foreseen as a more suitable and sustainable means to evaluate binder blends containing an asphalt recycling agent. Compared with conventional testing, the proposed approach requires fewer materials while resulting in a faster experimental procedure with one single test.
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页数:9
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