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Interface Debonding Behavior

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Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements

Part of the book series: RILEM State-of-the-Art Reports ((RILEM State Art Reports,volume 28))

Abstract

The performance and durability of multi-layered pavements strongly depend on interlayer bonding between layers, especially for pavements with a thin or ultra-thin surface course. These pavements, comprised of several differing material layers, are often subjected to premature distresses (corrugation, peeling, slippage or fatigue cracking, etc.) caused by poor interface bonding. This chapter summarizes the different bond characterization tests available around the world (mostly in the laboratory) available to characterize the bond between pavement layers. Many of the tests can be performed on specimens prepared in the laboratory or on cores or slabs obtained from the pavement. Mostly, “pure” fracture mode test methods (opening mode I or in-plane, shear mode II or out-of-plane, shear mode III) are currently used worldwide for determining the interlayer bond of pavement layers. Most of the mixed-mode test methods (mainly for the combination of Modes I and II) were developed by a few research teams and there are therefore no standard tests. Although tack coat type and content are the main parameters studied by researchers and engineers, surface roughness, moisture, freezing, and presence of dust or debris on the interface are additional parameters that may decrease bonding performance.

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Author information

Authors and Affiliations

  1. Laboratory GC2D, Université de Limoges, Egletons, France

    Christophe Petit

  2. Department of Materials and Structures (MAST), IFSTTAR, Nantes, France

    Armelle Chabot

  3. Belgian Road Research Centre (BRRC), Brussels, Belgium

    Alexandra Destrée

  4. EMPA, Swiss Federal Laboratories for Materials Science and Technology, Dübendorf, Switzerland

    Christiane Raab

Authors
  1. Christophe Petit
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  2. Armelle Chabot
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  3. Alexandra Destrée
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  4. Christiane Raab
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Correspondence to Christophe Petit .

Editor information

Editors and Affiliations

  1. Department of Civil and Environmental Engineering, University of Missouri, Columbia, Missouri, USA

    William G. Buttlar

  2. Department of Materials and Structures (MAST), IFSTTAR, Nantes, France

    Armelle Chabot

  3. Department of Civil and Environmental Engineering, University of New Hampshire, Durham, New Hampshire, USA

    Eshan V. Dave

  4. Département de Génie, Institut Universitaire de Technologie, Université de Limoges, Egletons, France

    Christophe Petit

  5. Department of Civil, Environmental Engineering and Architecture, University of Parma, Parma, Italy

    Gabriele Tebaldi

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Petit, C., Chabot, A., Destrée, A., Raab, C. (2018). Interface Debonding Behavior. In: Buttlar, W., Chabot, A., Dave, E., Petit, C., Tebaldi, G. (eds) Mechanisms of Cracking and Debonding in Asphalt and Composite Pavements. RILEM State-of-the-Art Reports, vol 28. Springer, Cham. https://doi.org/10.1007/978-3-319-76849-6_3

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