Guide on the selection of appropriate laboratory stress levels for the flow number test

Maria Carolina Rodezno, Kamil Kaloush

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

This study examines the use of the triaxial shear strength parameters (c and /) in providing guidelines for selecting the appropriate laboratory stress level for the flow number test of asphalt mixtures. The approach is based on the concept that the flow number (tertiary flow) is inversely related to the applied stress-to-strength ratio of the material. The correlation of the flow number with the stress-to-strength ratio can provide a good estimate of the stress level that will yield tertiary flow within a reasonable testing time. It was also realized that the triaxial shear strength test is not routinely conducted by Department of Transportation agencies and testing laboratories. Therefore, a database of triaxial shear strength test data was used to develop predictive models of the shear strength parameters for a particular asphalt mixture. The models' predictor variables were based on the volumetric properties of 46 different asphalt mixtures and a total of 276 test results. Regression models to estimate the c and friction (φ) parameters had good statistical measures of model accuracy. The models were used to develop guidelines for laboratory stressto-strength ratios to achieve tertiary flow within a reasonable testing period.

Original languageEnglish (US)
JournalJournal of Testing and Evaluation
Volume39
Issue number6
DOIs
StatePublished - Nov 2011

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Shear strength
Asphalt mixtures
Testing
Friction

Keywords

  • Flow number
  • Stress to strength ratio
  • Triaxial shear strength

ASJC Scopus subject areas

  • Mechanical Engineering
  • Mechanics of Materials
  • Materials Science(all)

Cite this

Guide on the selection of appropriate laboratory stress levels for the flow number test. / Rodezno, Maria Carolina; Kaloush, Kamil.

In: Journal of Testing and Evaluation, Vol. 39, No. 6, 11.2011.

Research output: Contribution to journalArticle

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