RHEOLOGY OF COLD-RECYCLED PAVEMENT MATERIALS USING CREEP TEST.

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

The viscosity of the binder in the cold-recycled pavement materials mixed with emulsified asphalts is experimentally analyzed by evaluating certain rheological characteristics of the mixture using the creep test at three temperatures. The properties of the recycled mixture are determined at both early and accelerated long-term aging and the results are compared with the properties of virgin materials. Master creep curves are developed using the time-temperature superposition technique. The creep behavior of the recycled asphalt mixture used in this study does not support the hypothesis of the long-term reaction between the emulsified asphalt and the reclaimed materials. In addition, the bulk specific gravity and the retained moisture in the compacted recycled mixture were evaluated at various ages.

Original languageEnglish (US)
Pages (from-to)341-347
Number of pages7
JournalJournal of Testing and Evaluation
Volume12
Issue number6
StatePublished - Nov 1984
Externally publishedYes

Fingerprint

asphalt
Rheology
Pavements
Creep
Asphalt
Asphalt mixtures
Density (specific gravity)
Binders
Moisture
Aging of materials
Viscosity
Temperature

ASJC Scopus subject areas

  • Materials Science (miscellaneous)

Cite this

RHEOLOGY OF COLD-RECYCLED PAVEMENT MATERIALS USING CREEP TEST. / Mamlouk, Michael.

In: Journal of Testing and Evaluation, Vol. 12, No. 6, 11.1984, p. 341-347.

Research output: Contribution to journalArticle

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