Effect of coarse aggregate morphology on permanent deformation behavior of hot mix asphalt

被引:119
|
作者
Pan, Tongyan [1 ]
Tutumluer, Erol [1 ]
Carpenter, Samuel H. [1 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
关键词
Aggregates; Asphalt mixes; Deformation; Shape;
D O I
10.1061/(ASCE)0733-947X(2006)132:7(580)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper defined a complete set of imaging based indices for different levels of coarse aggregate morphologies, i.e., the flat and elongated (FE) ratio, angularity index (AI), and surface texture (ST) index, and investigated their effects on permanent deformation behavior of hot mix asphalt (HMA). Image analyzed coarse aggregates were used to prepare eighteen Superpave HMA specimens using job mix formulas from ten State highway agencies and tested for permanent deformation at a specified high temperature. The permanent deformation data when linked to the morphological indices of the coarse aggregate, showed the best correlations with the ST index. The FE ratio demonstrated no measurable effects on the permanent deformation due to low percentage of flat and elongated particles used in the mixes. The influences of the AI and ST indices on the permanent deformation were especially significant when differences in the asphalt mix aggregate gradations were properly considered. A possible mechanism of coarse aggregate morphology affecting the stability and permanent deformation behavior of HMA was proposed in terms of particle geometrical interference in HMA.
引用
收藏
页码:580 / 589
页数:10
相关论文
共 50 条
  • [41] Consideration of elastic and viscous components of rheology relating to the permanent deformation of hot mix asphalt pavements
    Rowe, GM
    Pellinen, TK
    RECENT ADVANCES IN MATERIALS CHARACTERIZATION AND MODELING OF PAVEMENT SYSTEMS, 2004, (123): : 65 - 82
  • [42] Effect of binder type on the permanent deformation resistance of asphalt mix at different temperatures
    Smiljanic, M.
    Pap, I.
    Tatic, U.
    ADVANCED TESTING AND CHARACTERISATION OF BITUMINOUS MATERIALS, VOLS 1 AND 2, 2009, : 981 - 987
  • [43] Laboratory-based unified permanent deformation model for hot-mix asphalt mixtures
    Hajj, Elie Y.
    Siddharthan, Raj V.
    Sebaaly, Peter E.
    Weitzel, Dean
    JOURNAL OF TESTING AND EVALUATION, 2007, 35 (03) : 272 - 280
  • [44] Effects of coarse aggregate angularity and asphalt binder on laboratory-measured permanent deformation properties of HMA
    Huang, Baoshan
    Chen, Xingwei
    Shu, Xiang
    Masad, Eyad
    Mahmoud, Enad
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2009, 10 (01) : 19 - 28
  • [45] Improving the Performance of Hot Mix Asphalt Using Rock Asphalt as a Fine Aggregate
    Fadhil, Talal H.
    Abd, Duraid M.
    Ahmed, Hamid
    Abdalhameed, Abdalstar M.
    INTERNATIONAL JOURNAL OF PAVEMENT RESEARCH AND TECHNOLOGY, 2023,
  • [46] Aggregate Cost Minimization in Hot-Mix Asphalt Design
    Awuah-Offei, K.
    Askari-Nasab, H.
    JOURNAL OF MATERIALS IN CIVIL ENGINEERING, 2011, 23 (05) : 554 - 561
  • [47] Optimisation of hot mix asphalt performance based on aggregate selection
    Behiry, Ahmed Ebrahim Abu El-Maaty
    INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING, 2016, 17 (10) : 924 - 940
  • [48] Usage of solar aggregate stockpiles in the production of hot mix asphalt
    Androjic, Ivica
    Kaluder, Gordana
    APPLIED THERMAL ENGINEERING, 2016, 108 : 131 - 139
  • [49] Effect of aggregate degradation an volumetric properties of Georgia's hot-mix asphalt
    Lynn, Todd
    James, Robert S.
    Wu, Peter Y.
    Jared, David M.
    TRANSPORTATION RESEARCH RECORD, 2007, (1998) : 123 - 131
  • [50] The Effect of Chemical Composition of Aggregate on the Performance of Hot and Warm Mix Asphalt in Presence of Water
    Al-Rawashdeh, Abdalla S.
    Sargand, Shad M.
    ADVANCES IN CIVIL ENGINEERING MATERIALS, 2014, 3 (01): : 43 - 56