A Novel FRP-ERBG-Asphalt Concrete Pavement System for Steel Bridge Decks

Xi Xiang Zhang; Chao Zhang

doi:10.4028/www.scientific.net/AMR.368-373.241

Paper Titles

Excavation Deformation Analysis of Deep-Cutting High Rock Slope
p.219

Ultimate Bearing Capacity of Composition Columns Reinforced with the Prefabricated SHSCUS Filled with Steel Tubes Subjected to Axial Load
p.225

Mechanical Properties of Interface Between Soil-Macadam Aggregate and Concrete Pile
p.230

Stability Analyses of Western Slopes in Jointed Rock Masses for GuangYang Highway
p.234

A Novel FRP-ERBG-Asphalt Concrete Pavement System for Steel Bridge Decks
p.241

Study on the Behaviors of Steel Reinforced Concrete Cloumns
p.248

Stability Test on Aluminum Alloy Round Pipe for Structure
p.253

Characteristic Evaluation of UHPC Flexural Behavior with Mixed-Use Hooked and Straight Type Fiber
p.258

The Applicable Span-Height Ratio of Steel Reinforced Concrete Cross Beam Based on Deflection Control
p.265

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373A Novel FRP-ERBG-Asphalt Concrete Pavement System...

A Novel FRP-ERBG-Asphalt Concrete Pavement System for Steel Bridge Decks

Abstract:

This paper presents a novel FRP-ERBG-asphalt concrete pavement system for steel bridge decks. Based on the preliminary results of theoretical analyses and laboratory tests, this new system offers superior structural performance to conventional asphalt concrete pavement systems. Once trial tested in practice, it may well represent a new generation of reliable and economic pavement system for steel bridge decks.

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Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

241-247

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.241

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Online since:

October 2011

Authors:

Xi Xiang Zhang, Chao Zhang

Keywords:

Asphalt Concrete, Epoxy Resin Bound Gravel, Fiber Reinforced Polymer (FRP), Pavement System, Steel Bridge Deck

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