Use of asphalt plant residue in hot mix asphalt

被引:3
|
作者
Karacasu, Murat [1 ]
Hattatoglu, Fatih [2 ]
Hinislioglu, Sinan [3 ]
Murat, Yetis Sazi [4 ]
机构
[1] Eskisehir Osmangazi Univ, Dept Civil Engn, TR-26480 Eskisehir, Turkey
[2] Erzurum Ataturk Univ, Dept Civil Engn, TR-25240 Erzurum, Turkey
[3] Zirve Univ, Dept Civil Engn, TR-27260 Gaziantep, Turkey
[4] Pamukkale Univ, Dept Civil Engn, TR-20020 Denizli, Turkey
关键词
asphalt; environment; plant; residue; sustainability; WASTE; CONCRETE; CEMENT; DUST; PAVEMENTS; PRODUCTS; MIXTURE; ASH;
D O I
10.1504/IJGW.2014.061003
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Environmental solid wastes increase more and more as a result of the industrial waste production day by day. Management of the solid wastes is the thrust area for researchers. In this study, the effects of asphalt plant residue (APR) on the properties of hot mix asphalt (HMA)s are investigated. APR was added into the asphalt concrete in 25, 50 and 100% by weight of the filler. In order to determine optimum bitumen content, Marshall Design procedure was applied. Optimum bitumen content (OBC) values were obtained less than control specimen (CS). APR specimens have shown little increase in Marshall stability and little decrease in flow except for APR-50 in comparison to the CS. All APR specimens have higher MQ than that of the control mixture. Although there are no meaningful differences between CS and APR specimens, APR can be used as a filler aggregate in asphalt mixtures. Use of APR will enable recycling of an environmental waste as well as providing some benefits in asphalt concrete performance. Thus, resources will be used more effectively all over the world as part of sustainability.
引用
收藏
页码:127 / 139
页数:13
相关论文
共 50 条
  • [31] Use of pyrolyzed carbon black as additive in hot mix asphalt
    Park, T
    Lee, K
    Salgado, R
    Lovell, CW
    Coree, BJ
    JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 1997, 123 (06): : 489 - 494
  • [32] SPECIFICATION AS A REQUIREMENT FOR HOT MIX ASPHALT
    ROBERTS, FL
    EXCELLENCE IN THE CONSTRUCTED PROJECT, 1989, : 81 - 86
  • [33] Photodegradation of hot-mix asphalt
    Lins, V. F. C.
    Araujo, M. F. A. S.
    Yoshida, M. I.
    Ferraz, V. P.
    Andrada, D. M.
    Lameiras, F. S.
    FUEL, 2008, 87 (15-16) : 3254 - 3261
  • [34] Hot mix asphalt for airfield pavements
    Herrin, SM
    2004 JOURNAL OF THE ASSOCIATION OF ASPHALT PAVING TECHNOLOGISTS: FROM THE PROCEEDINGS OF THE TECHNICAL SESSIONS, VOL 73, 2004, 73 : 837 - 855
  • [35] Micromechanical simulation of hot mix asphalt
    Chang, KNG
    Meegoda, JN
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1997, 123 (05): : 495 - 503
  • [36] Evaluation of Asphalt Emulsion for Use in Warm Mix Asphalt
    Du, Jia-Chong
    Chang, Kai-Chueh
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 3180 - 3184
  • [37] Workability of hot-mix asphalt
    Gudimettla, JM
    Cooley, LA
    Brown, ER
    BITUMINOUS PAVING MIXTURES 2004, 2004, (1891): : 229 - 237
  • [38] Microstructure Index of Hot Mix Asphalt
    Lv Yue-jing
    Zhang Lei
    Zhou Xing-lin
    ROAD MATERIALS AND NEW INNOVATIONS IN PAVEMENT ENGINEERING, 2011, (223): : 9 - 16
  • [39] Innovations in hot-mix Asphalt
    Newcomb, David
    Better Roads, 2003, 73 (11):
  • [40] MIX DESIGN FORMULAS FOR RECYCLED HOT-ASPHALT PLANT MIXTURES
    Edge, Duane E.
    Civil engineering New York, N.Y., 1981, 51 (12): : 63 - 65