Pavement Design for Curved Road Sections

Petit, Christophe; Diakhaté, Malick; Millien, Anne; Phelipot-Mardelé, Annabelle; Pouteau, Bertrand

doi:10.1080/14680629.2009.9690216

Cited by 10 publications

(2 citation statements)

References 6 publications

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“…The DST allows the investigation of interface behavior in shear monotonic, cyclic and fatigue loading, under controlled temperature and frequency conditions. Fatigue law parameters can be identified [7][8]38].…”

Section: Mode Ii: In Plane Shear Modementioning

confidence: 99%

Recommendation of RILEM TC 241-MCD on interface debonding testing in pavements

Petit

Chabot²,

Destrée

et al. 2018

Mater Struct

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The following recommendations are based on the chapter III of a State of the Art review conducted by the Task Group 2 of the RILEM Technical Committee 241-MCD ''Mechanisms of cracking and debonding in asphalt and composite pavements'' (Petit et al in Mechanisms of cracking and debonding in asphalt and composite pavements. Chapter III of the State-of-the-Art report of the RILEM technical committee 241-MCD series, vol 28. Springer, New York, pp 103-154. ISBN 978-3-319-76848-9 2018). The recommendations mostly concern "pure" fracture mode test methods that are currently used worldwide and even standardized, while mixed mode test methods developed by few research teams have not received full attention. This paper intends to give guidance for the application and characterization of interlayer bond testing, looking at the appropriate test methods and the importance of influencing parameters.

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Section: Mode Ii: In Plane Shear Modementioning

confidence: 99%

Recommendation of RILEM TC 241-MCD on interface debonding testing in pavements

Petit

Chabot²,

Destrée

et al. 2018

Mater Struct

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“…On the basis of the assumption that all bound layers are fully bonded, pavement design and analysis are seriously misleading or has failed. Pavement distresses such as fatigue cracking, slipping and pothole are caused by loss of bonding shear strength or shear fatigue damage for tack coat [1][2][3]. Material properties and construction practices are important factors for interface bonding condition.…”

Section: Introductionmentioning

confidence: 99%

Study on the Mechanical Properties of Tack Coat between Asphalt Layers by Interlaminar Shear Tests

Hua

Zhu

Yin

2013

AMM

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In order to study the mechanical properties of tack coat for asphalt pavement, the interlaminar shear test is introduced. Under the variety condition, the direct shear test is executed. The shear strengths are fitted by linear regression theory and the Mohr-Coulomb parameters are calculated. The results show that as pavement adhesive layer materials, SBS modified emulsified asphalt performance than the ordinary emulsified asphalt, the best dosage is 0.4 kg/m2, and SBS modified emulsified asphalt adhesive layer material immersion strength increased nearly 20%. When the interface material adds the cement, the strength will also increase and indicate good shear strength. With the normal stress increased, the shear strengths are increased. The shear strengths with normal stress are affected significantly by the interfacial friction, roughness of interface and normal stress.

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