ANALYSIS OF NONLINEAR BEHAVIOR OF ASPHALT CONCRETE DURING MARSHALL TEST.

Michael Mamlouk, Yao M. Yuan, Nien T. Tseng, George C. Lee

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

In this study the stress distribution and displacements that occur in the specimens at different loading stages in a Marshall test are evaluated, based on results of unconfined compression test and a nonlinear plane-stress finite element analysis. Analytical predictions show that large stress concentration occurs near the points of separation between the Marshall specimen and the loading heads, and that values of the displacements are close to those observed experimentally. Extension of this study may lead to the development of relations between Marshall stability and flow values and the asphalt mixture strength parameters based on principles of mechanics that are necessary in the structural modeling of the pavement.

Original languageEnglish (US)
Pages (from-to)327-332
Number of pages6
JournalJournal of Testing and Evaluation
Volume11
Issue number5
StatePublished - Sep 1983
Externally publishedYes

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Asphalt concrete
Stress concentration
Asphalt mixtures
Pavements
Mechanics
Finite element method
carbosulfan

ASJC Scopus subject areas

  • Materials Science (miscellaneous)

Cite this

ANALYSIS OF NONLINEAR BEHAVIOR OF ASPHALT CONCRETE DURING MARSHALL TEST. / Mamlouk, Michael; Yuan, Yao M.; Tseng, Nien T.; Lee, George C.

In: Journal of Testing and Evaluation, Vol. 11, No. 5, 09.1983, p. 327-332.

Research output: Contribution to journalArticle

Mamlouk, Michael ; Yuan, Yao M. ; Tseng, Nien T. ; Lee, George C. / ANALYSIS OF NONLINEAR BEHAVIOR OF ASPHALT CONCRETE DURING MARSHALL TEST. In: Journal of Testing and Evaluation. 1983 ; Vol. 11, No. 5. pp. 327-332.
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