EVALUATING THE RELATIONSHIP BETWEEN DYNAMIC SHEAR MODULUS AND NANO SCALE MODULUS OF ASPHALT BINDERS AT DIFFERENT AGING CONDITIONS

Authors

  • Hasan M. Faisal
  • Umme A. Mannan
  • Rafiqul A. Tarefder
  • Md Arifuzzaman

Keywords:

Nanoindentation, Asphalt, Aging, Modulus, Binder, Dynamic, Shea

Abstract

Traditionally, asphalt binder is characterized by a dynamic shear rheometer, which applies a shear
load on a bulk volume of liquid asphalt binder to determine shear modulus (G*). Recently, a nanoindentation test
can characterize an asphalt binder film in the form of a coating around roadway aggregates, which is more practical.
In a nanoindentation test, a sharp tip is used to indent an asphalt film while residing on an aggregate surface to
determine nanoindentation modulus (E). This study evaluates whether there is a relation between G* and E. For
both tests, replicate samples were conditioned in three ways: unaged, rolling thin film oven aged, and pressure
vessel aging. Results show that the E-value is approximately 2 to 6 times larger than the G*-value based on all
samples/conditioning.

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Published

2016-11-24

How to Cite

Hasan M. Faisal, Umme A. Mannan, Rafiqul A. Tarefder, & Md Arifuzzaman. (2016). EVALUATING THE RELATIONSHIP BETWEEN DYNAMIC SHEAR MODULUS AND NANO SCALE MODULUS OF ASPHALT BINDERS AT DIFFERENT AGING CONDITIONS. GEOMATE Journal, 13(35), 1–7. Retrieved from https://geomatejournal.com/geomate/article/view/1257

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