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    Chapter and Conference Paper

    Cracked Asphalt Pavement Behaviour Under Thermal and Load Cycles – Laboratory Investigation Using Accelerated Loading System

    Although the mechanism of thermal cracking and the factors affecting the occurrence of this type of cracks are already well documented, the influence of this phenomenon on the structural capacity and the freez...

    Youness Berraha, Daniel Perraton, Guy Doré in Proceedings of the RILEM International Sym… (2022)

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    Article

    Impacts of permafrost degradation on infrastructure

    The warming and thawing of ice-rich permafrost pose considerable threat to the integrity of polar and high-altitude infrastructure, in turn jeopardizing sustainable development. In this Review, we explore the ...

    Jan Hjort, Dmitry Streletskiy, Guy Doré, Qingbai Wu in Nature Reviews Earth & Environment (2022)

  3. No Access

    Chapter and Conference Paper

    Laboratory Investigation of Cracked Asphalt Pavement Structure Using Accelerated Loading System

    During winter season, cold temperatures will promote the development of tension stresses in the hot-mix asphalt (HMA) layers which can, in turn, lead to the occurrence of low-temperature cracking. Although the...

    Youness Berraha, Daniel Perraton, Guy Doré in Accelerated Pavement Testing to Transport … (2020)

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    Chapter and Conference Paper

    Effect of the Incremental Loading Conditions in the Permanent Deformation in Heavy Vehicle Simulator Tests

    Load magnitude is a variable that needs to be adequately defined to simulate real pavement conditions in accelerated pavement tests (APT) sections. The performance of pavement structures under different loadin...

    Erdrick Pérez-González, Jean-Pascal Bilodeau in Accelerated Pavement Testing to Transport … (2020)

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    Article

    Estimation of resilient modulus of unbound granular materials used as pavement base: combined effect of grain-size distribution and aggregate source frictional properties

    The resilient modulus of granular materials used in base layers is influenced by numerous factors, such as grain-size distribution and aggregate source properties. Resilient modulus tests were performed on thr...

    Jean-Pascal Bilodeau, Claudiane Ouellet Plamondon, Guy Doré in Materials and Structures (2016)

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    Chapter and Conference Paper

    Experimental Evidence of the Viscoelastic Behavior of Interfaces in Bituminous Pavements—An Explanation to Top-Down Cracking?

    Top-down cracking is known to be initiated near the surface of the asphalt layers. The aim of this paper is twofold: (i) to show experimental evidence of the viscoelastic behavior of interface in asphalt pavem...

    Damien Grellet, Guy Doré, Olivier Chupin in 8th RILEM International Conference on Mech… (2016)

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    Chapter and Conference Paper

    Experimental and Theoretical Investigation of Three Dimensional Strain Occurring Near the Surface in Asphalt Concrete Layers

    Several pavement failures have been observed to be initiated at or near the surface of the hot-mix asphalt layers and some of them propagate downward through the surface layer (top-down cracking). These modes ...

    Damien Grellet, Guy Doré in 7th RILEM International Conference on Crac… (2012)