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Titlebook: 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements; Armelle Chabot,William G. Buttlar,Gabriele Tebald

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發(fā)表于 2025-3-21 19:14:02 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
期刊全稱8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements
影響因子2023Armelle Chabot,William G. Buttlar,Gabriele Tebaldi
視頻videohttp://file.papertrans.cn/102/101139/101139.mp4
發(fā)行地址Includes supplementary material:
學(xué)科分類RILEM Bookseries
圖書封面Titlebook: 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements;  Armelle Chabot,William G. Buttlar,Gabriele Tebald
影響因子.This book presents the latest advances in research to analyze mechanical damage and its detection in multilayer systems. The contents are linked to the Rilem TC241 - MCD scientific activities and the proceedings of the 8th RILEM International Conference on Mechanisms of Cracking and Debonding in Pavements (MCD2016). MCD2016 was hosted by Ifsttar and took place in Nantes, France, on June 7-9, 2016. In their lifetime, pavements undergo degradation due to different mechanisms of which cracking is among the most important ones. The damage and the fracture behavior of all its material layers as well as interfaces must be understood. In that field, the research activities aims to develop a deeper fundamental understanding of the mechanisms responsible for cracking and debonding in asphalt concrete and composite (e.g. asphalt overlays placed on PCC or thin cement concrete overlay placed on asphalt layer) pavement systems..
Pindex Conference proceedings 2016
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M. P. Hayball,K. A. Miles,A. K. Dixonties and stiffness. In the 1980s considerable interest existed in the relationship between the relaxation properties and cracking. The relaxation spectra can be captured by the R-value over a limited range of stiffness. This can be related to bottom up fatigue, durability and thermal cracking when t
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https://doi.org/10.1007/978-3-642-77463-8ms at identifying the effects of aging on linear viscoelastic and damage behavior of asphalt mixtures, properties that influence the fatigue life of asphalt pavements. That is performed by characterizing a Hot Mix Asphalt (HMA) at four different aging states. The aged materials were obtained by heat
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