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Properties of Modified Warm-Mix Asphalt Mixtures Containing Different Percentages of Reclaimed Asphalt Pavement
被引:3
|作者:
Obaid, Hayder Abbas
[1
]
Hashim, Tameem Mohammed
[2
]
Al-Abody, Ahmed Awad Matr
[3
]
Nasr, Mohammed Salah
[4
]
Abbas, Ghadeer Haider
[2
]
Kadhim, Abdullah Musa
[2
]
Sadique, Monower
[5
]
机构:
[1] Univ Babylon, Coll Engn, Dept Civil Engn, Hillah 51002, Iraq
[2] Al Mustaqbal Univ Coll, Dept Bldg & Construct Tech Engn, Hillah 51001, Iraq
[3] Univ Warith Al Anbiyaa, Coll Engn, Civil Engn Dept, Karbala 71524, Iraq
[4] Al Furat Al Awsat Tech Univ ATU, Tech Inst Babylon, Najaf 51015, Iraq
[5] Liverpool John Moores Univ, Sch Civil Engn & Built Environm, Liverpool L3 5UX, Merseyside, England
来源:
关键词:
WMA;
RAP;
rutting resistance;
moisture susceptibility;
waste recycling;
MOISTURE SUSCEPTIBILITY;
RESISTANCE;
SASOBIT;
DAMAGE;
D O I:
10.3390/en15207813
中图分类号:
TE [石油、天然气工业];
TK [能源与动力工程];
学科分类号:
0807 ;
0820 ;
摘要:
The Rapid reduction of energy resources and the escalated effects of global warming have created a strong motivation to find some new techniques in the field of paving construction. Adopting new technologies, such as warm-mix asphalt (WMA) or the recycling process of asphalt can be very helpful for the economy and have a significant impact on the environmental footprint. Thus, this research aimed to study the mechanical and durable characteristics of modified WMA mixtures using (1.0%, 1.5%, and 2.0%) Sasobit REDUX (R), (0.3%, 0.4%, and 0.5%) Aspha-Min (R), and (0.07%, 0.1%, and 0.125) ZycoTherm (R) additives corresponding to three percentages of reclaimed asphalt pavement (RAP) (20%, 40%, and 60%). Three mixing temperatures have been conducted in this study to generate WMA mixtures at (135 degrees C, 125 degrees C, and 115 degrees C) corresponding to three compacting temperatures (125 degrees C, 115 degrees C, and 105 degrees C). The mechanical properties of the developed WMA mixtures have been evaluated using the Superpave volumetric properties (air voids, voids filled with asphalt, and voids in mineral aggregate), while the durable properties have been investigated using the resilient modulus test (MR) at 25 degrees C, resilient modulus ratio (RMR), and Hamburg wheel-track test in terms of permanent deformation, moisture susceptibility, and rutting resistance. To make the WMA mixtures accept high quantities of RAP (>25%), an insignificant increase in the amounts of WMA additives was needed to produce mixtures carrying sustainability labels. Results indicated that all the used additives had pushed the WMA mixtures to achieve considerable mechanical properties, whereas the best properties for the WMA mixtures containing 0%, 20%, 40%, and 60% of RAP have been achieved by mixing with (1.0% Sasobit REDUX (R) @ 125 degrees C), (1.0% Sasobit REDUX (R) or 0.3% Aspha-Min (R) @ 135 degrees C), (1.5% Sasobit REDUX (R) @ 125 degrees C), and (2.0% Sasobit REDUX (R) or 0.5% Aspha-Min (R) @ 135 degrees C), respectively. On another hand, the best durable properties have been achieved by mixing the mentioned WMA mixtures containing 0%, 20%, 40%, and 60% of RAP with 0.07%, 0.07%, 0.1%, and 0.125% of ZycoTherm (R) at 153 degrees C, respectively. Using such additives in the recycled WMA mixtures made it possible to activate waste recycling in the paving industry.
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页数:29
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