Micromechanical shear modulus modeling of activated crumb rubber modified asphalt cements

Jose R. Medina, B. Shane Underwood

Research output: Contribution to journalArticle

4 Citations (Scopus)

Abstract

The rheological properties of three asphalt cements containing reacted and activated rubber (RAR) are evaluated to quantify the relative effects of swelling, splitting, and absorption. Rheological testing and electron microscopy are used to measure the dynamic shear modulus, |G|, and rubber particle changes respectively. It is found that |G| increased for all RAR and that particles swell 15.8–49.3% with those in softer asphalt showing the greatest swelling. Micromechanical models are used to predict |G| of the materials. The Hashin and Christensen models are found to accurately predict the measured moduli after accounting for the swelling, splitting, and absorption.

Original languageEnglish (US)
Pages (from-to)56-65
Number of pages10
JournalConstruction and Building Materials
Volume150
DOIs
StatePublished - Sep 30 2017

Fingerprint

asphalt
Rubber
Asphalt
Swelling
Cements
Elastic moduli
Electron microscopy
Testing

Keywords

  • Activated mineral binder stabilizer (AMBS)
  • Activated rubber
  • Composite models
  • Crumb rubber
  • Crumb rubber splitting
  • Micromechanical models
  • Modified binder
  • Rheology

ASJC Scopus subject areas

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

Cite this

Micromechanical shear modulus modeling of activated crumb rubber modified asphalt cements. / Medina, Jose R.; Underwood, B. Shane.

In: Construction and Building Materials, Vol. 150, 30.09.2017, p. 56-65.

Research output: Contribution to journalArticle

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