Surface texture measurements of crack surface to establish joint shear stiffness

Julie M. Vandenbossche, Manik Barman, Jennifer Nolan-Kremm

Research output: Chapter in Book/Report/Conference proceedingChapter

4 Scopus citations

Abstract

Pavement design has evolved from a purely empirical approach to a more mechanistic-based approach. One of the primary distresses considered when designing jointed plain concrete pavements is faulting. The development of faulting is largely a function of the load transfer efficiency at the joints. For undoweled joints, the load is primarily transferred through the aggregate interlock provided by the texture resulting from the meander in the transverse crack propagating off from the sawed joint. This paper shows how volumetric surface texture, a measurement of the surface texture at the crack face, can he used for this purpose. A method is presented for estimating the joint stiffness parameter, Jagg, required for the faulting prediction model incorporated into the AASHTOVVare Pavement ME Design software based on the measured surface texture. This method allows the effects of aggregate size, type, and quantity to be captured and joint stiffness to be quantified when faulting is being predicted.

Original languageEnglish (US)
Title of host publicationTransportation Research Record
PublisherNational Research Council
Pages13-19
Number of pages7
ISBN (Electronic)9780309295307
DOIs
StatePublished - Jan 1 2014

Publication series

NameTransportation Research Record
Volume2441
ISSN (Print)0361-1981

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    Vandenbossche, J. M., Barman, M., & Nolan-Kremm, J. (2014). Surface texture measurements of crack surface to establish joint shear stiffness. In Transportation Research Record (pp. 13-19). (Transportation Research Record; Vol. 2441). National Research Council. https://doi.org/10.3141/2441-03