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混凝土桥面铺装上面层SMA13配合比优化设计
引用本文:彭一川,刘黎萍,曹德洪.混凝土桥面铺装上面层SMA13配合比优化设计[J].城市道桥与防洪,2008(8):167-169.
作者姓名:彭一川  刘黎萍  曹德洪
作者单位:同济大学道路与交通工程教育部重点实验室,上海市,200092;浙江浙北高速公路管理有限公司,浙江湖州,313000
摘    要:车辙和水损害是目前桥面铺装损害中最普遍的两大破坏形式,该文依托申嘉湖高速公路工程项目,针对混凝土桥面铺装上面层选择了三种不同级配的SMA13沥青混合料,对其路用性能指标进行实验对比分析,从中选择出最优的一种级配,该级配具有优良的高温稳定性和水稳定性,可有效预防车辙和水损害,推荐用于混凝土桥面铺装试验路工程。

关 键 词:桥面铺装  沥青混合料  SMA13级配  优化设计

Optimized Design of SMA13 Mixture Ratio of Pavement Layer on Concrete Deck Pavement
Peng Yichuan,Liu Liping,Cao Dehong.Optimized Design of SMA13 Mixture Ratio of Pavement Layer on Concrete Deck Pavement[J].Urban Roads Bridges & Flood Control,2008(8):167-169.
Authors:Peng Yichuan  Liu Liping  Cao Dehong
Abstract:The rut and water damage are two most common forms of damage in the deck pavement now. Relying on Shenjiahu Expressway Project, the article designs three different gradations of SMA13 asphalt mixture used on the concrete deck pavement and carries out the experimental contrast and analysis of its road performance indexes to select a most optimized gradation. This gradation has the excellent high temperature stability and water stability able effectively to prevent the rut and water damage. It is recommended ...
Keywords:deck pavement  asphalt mixtures  SMA13 gradation  optimization design  
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