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Rational design method for bituminous pavements reinforced by geogrid

机译:土工格栅加固沥青路面的合理设计方法

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? 2023 Elsevier LtdGeosynthetics have been a reinforced solution for pavement structures for more than 80 years and could be effective in extending its service life. There is a lack of consolidated design methods for pavement with this reinforcement. Therefore, this work aims at proposing a new rational design approach for reinforced structures based on the French design method. In this approach, the geogrid contribution was included by improving the fatigue and rutting properties of some layers, using coefficients named kmaj and kmaj_Z. Three hypotheses were considered concerning the condition of an old bituminous layer remaining from rehabilitation works. The first one considered this layer in healthy condition to simulate a new reinforced structure. The second one considered it as cracked and the third one as disintegrated to simulate the design for rehabilitation. Two placement positions and two geogrid-interface conditions (bonded and not bonded) were analyzed. The results indicated that the geogrid was most effective in a completely deteriorated structure and it should be placed in the lowest possible position in the bound layers. This method can be used for any geogrid position within the structure. Lastly, the reinforcement by geogrid allows a reduction of the thickness of the layer above it.
机译:?2023 爱思唯尔有限公司土工合成材料80多年来一直是路面结构的加固解决方案,可有效延长其使用寿命。缺乏采用这种加固的路面的综合设计方法。因此,本文旨在提出一种基于法国设计方法的钢筋结构合理设计方法。在这种方法中,通过使用名为 kmaj 和 kmaj_Z 的系数来改善某些层的疲劳和车辙特性,从而包括土工格栅的贡献。考虑了关于修复工程遗留的旧沥青层状况的三个假设。第一个研究认为该层处于健康状态,以模拟新的加固结构。第二个认为它是破裂的,第三个是解体的,以模拟修复设计。分析了两个放置位置和两个土工格栅界面条件(粘结和非粘结)。结果表明,土工格栅在完全劣化的结构中效果最好,应将其放置在粘结层中尽可能低的位置。此方法可用于结构内的任何土工格栅位置。最后,土工格栅的加固可以减少其上方层的厚度。

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