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- W2898446833 abstract "In the current study, the flexural and shear characteristics of geosynthetic-reinforced asphalt overlays placed on a pre-cracked old pavement layer are evaluated in two different stages. The unreinforced and geosynthetic reinforced two-layered asphalt beam specimens with 40 mm deep notch (crack) in the bottom layer are tested under repeated four-point bending test and interface shear strength test equipments to understand the flexural and shear characteristics, respectively. The two-layered asphalt specimen consists of a 45 mm thick old pavement layer extruded from an existing highway as a bottom layer, a binder tack coat, an interlayer and finally a hot mix asphalt (HMA) overlay. Two different types of geosynthetic-interlayers, namely, biaxial polyester grid coated with polymer modified binder having a square aperture of 18 mm (PET) and a glass-grid composite (GGC) are used in the study." @default.
- W2898446833 created "2018-11-02" @default.
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- W2898446833 date "2018-10-29" @default.
- W2898446833 modified "2023-09-23" @default.
- W2898446833 title "Flexural and Shear Characterization of Geosynthetic Reinforced Asphalt Overlays" @default.
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- W2898446833 doi "https://doi.org/10.1007/978-3-030-01944-0_9" @default.
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