Differential Scheme Effective Medium Theory for Hot-Mix Asphalt |E*| Prediction

被引:16
|
作者
Kim, Minkyum [1 ]
Buttlar, William G. [2 ]
机构
[1] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
[2] Univ Illinois, Dept Civil Engn, Urbana, IL 61801 USA
关键词
Micromechanics; Models; Differential scheme; Effective medium theory; Particulate composite; Asphalt mixture; Dynamic modulus;
D O I
10.1061/(ASCE)MT.1943-5533.0000023
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An empirical vertical bar E*vertical bar predictive equation, known as Witczak's vertical bar E*vertical bar predictive model, has been adopted in the Mechanistic-Empirical Pavement Design Guide. However, empirical approaches have significant drawbacks, particularly with application of the model for materials that vary from those used in the calibration of the model and their reliance on large calibration data sets. In order to overcome the limitations of an empirical approach, a fundamental micromechanics modeling framework based on the differential scheme effective medium theory has been developed and introduced in this paper. The proposed modeling framework herein takes a sequential approach, using a series of two-phase differential particulate composite models to predict the effective tensile complex modulus (vertical bar E*vertical bar) of a three-phase HMA mixture, which consists of the asphalt binder, aggregate particles, and air voids. The model prediction results were compared with experimentally measured vertical bar E*vertical bar of five dense graded HMA mixtures across a range of low temperatures. In general, the model was found to predict vertical bar E*vertical bar with a very reasonable level of accuracy. Additional work to extend the applicability of the modeling framework to higher temperature regimes and the need to develop a more general and systematic approach for practical implementation are discussed.
引用
收藏
页码:69 / 78
页数:10
相关论文
共 50 条
  • [1] Prediction of Reflection Cracking in Hot-Mix Asphalt Overlays
    Tsai, Fang-Ling
    Lytton, Robert L.
    Lee, Sanglck
    TRANSPORTATION RESEARCH RECORD, 2010, (2155) : 43 - 54
  • [2] Towards a mix design model for the prediction of permeability of hot-mix asphalt
    Blaauw, Sheldon A.
    Maina, James W.
    Horak, Emile
    CONSTRUCTION AND BUILDING MATERIALS, 2019, 221 : 637 - 642
  • [3] 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
  • [4] Innovations in hot-mix Asphalt
    Newcomb, David
    Better Roads, 2003, 73 (11):
  • [5] Workability of hot-mix asphalt
    Gudimettla, JM
    Cooley, LA
    Brown, ER
    BITUMINOUS PAVING MIXTURES 2004, 2004, (1891): : 229 - 237
  • [6] Advanced approaches to hot-mix asphalt dynamic modulus prediction
    Ceylan, Halil
    Gopalakrishnan, Kasthurirangan
    Kim, Tunghwan
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2008, 35 (07) : 699 - 707
  • [7] Determination of lime in hot-mix asphalt
    Arnold, Terry S.
    Rozario-Ranasinghe, Muriel
    Youtcheff, Jack
    BITUMINOUS MATERIALS AND NONBITUMINOUS COMPONENTS OF BITUMINOUS PAVING MIXTURES 2006, 2006, (1962): : 113 - 120
  • [8] ASPHALT HOT-MIX EMISSION STUDY
    PUZINAUSKAS, VP
    CORBETT, LW
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 1975, 170 (AUG24): : 23 - 23
  • [9] Bimodular Analysis of Hot-Mix Asphalt
    Katicha, Samer W.
    Flintsch, Gerardo W.
    Loulizi, Amara
    ROAD MATERIALS AND PAVEMENT DESIGN, 2010, 11 (04) : 917 - 946
  • [10] Detection of stripping in hot-mix asphalt
    Hammons, Michael I.
    Von Quintus, Harold
    Geary, Georgene M.
    Wu, Peter Y.
    Jared, David M.
    PAVEMENT REHABILITATION, STRENGTH AND DEFORMATION CHARACTERISTICS, AND SURFACE PROPERTIES-VEHICLE INTERACTION 2006, 2006, (1949): : 20 - 31