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- W643770159 abstract "Reducing the risk of earthquake-induced damage to roads is needed to promote safety and disaster mitigation and recovery. Especially, it is strongly needed for pavement performance to keep the emergency traffic remaining in service despite a severe earthquake. This paper presents a seismic retrofit technique of asphalt pavements using Confined-Reinforced Earth (CRE) consisting of: 1) compacted soil, 2) geosynthetics and 3) posttensioning anchors. Geosynthetics are placed at the upper, middle, and lower surfaces of a compacted base course or subgrade layer. Rigid steel anchors are vertically penetrated from the top to the bottom layer and locked by being anchored to the lower geosynthetics. Confinement by the anchors is the application of both compressive and confined force to the compacted soil layers, and it gives a pre-tensile force to the geosynthetics. The high flexural rigidity of CRE is for overcoming weakness of the base course or subgrade in tension and flex/bending. In this paper, the seismic retrofit technique of asphalt pavements using CRE includes structure and construction methods. The results of full scale in-situ tests are also presented." @default.
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- W643770159 date "2011-01-01" @default.
- W643770159 modified "2023-09-24" @default.
- W643770159 title "Seismic retrofit of asphalt pavements using confined-reinforced earth" @default.
- W643770159 hasPublicationYear "2011" @default.
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