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Semi-empirical method for the calculation of shear stress, stiffness and maximum shear strength of bituminous interfaces under in-service conditions

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10.1016/j.conbuildmat.2020.120374
 
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Ortiz Ripoll, Jorge
Miró Recasens, José RodrigoMés informacióMés informacióMés informació
Martínez Reguero, Adriana HaydéeMés informacióMés informacióMés informació
Document typeArticle
Defense date2020-10
PublisherElsevier
Rights accessOpen Access
Attribution-NonCommercial-NoDerivs 4.0 International
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 4.0 International
Abstract
The structural response of a flexible pavement as a whole depends on the adherence between the bituminous layers, which are rarely found to be fully bonded or completely detached. In order to define the degree of bonding between the layers, the shear stiffness of the interface under in-service conditions is a fundamental property. The aim of this work is to propose a semi-empirical method based on laboratory test results for estimating the relative displacement speed between the sides of the interface, the shear stiffness, the shear stress and the shear strength from results of a direct shear test.
CitationOrtiz, J.; Miro, R.; Martinez, A. Semi-empirical method for the calculation of shear stress, stiffness and maximum shear strength of bituminous interfaces under in-service conditions. "Construction and building materials", Octubre 2020, vol. 258, p. 120374:1-120374:13. 
URIhttp://hdl.handle.net/2117/333341
DOI10.1016/j.conbuildmat.2020.120374
ISSN0950-0618
Publisher versionhttps://www.sciencedirect.com/science/article/abs/pii/S0950061820323795
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  • Departament d'Enginyeria Civil i Ambiental - Articles de revista [2.678]
  • MATCAR - Materials de construcció i carreteres - Articles de revista [88]
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