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

Minkyum Kim, William G. Buttlar

Research output: Contribution to journalArticle

Abstract

An empirical |E*| predictive equation, known as Witczak's |E*| 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 (|E*|) 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 |E*| of five dense graded HMA mixtures across a range of low temperatures. In general, the model was found to predict |E*| 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.

Original languageEnglish (US)
Pages (from-to)69-78
Number of pages10
JournalJournal of Materials in Civil Engineering
Volume23
Issue number1
DOIs
StatePublished - Feb 5 2011

Keywords

  • Asphalt mixture
  • Differential scheme
  • Dynamic modulus
  • Effective medium theory
  • Micromechanics
  • Models
  • Particulate composite

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)
  • Mechanics of Materials

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