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公路沥青稳定碎石高温稳定性研究
引用本文:徐君凤.公路沥青稳定碎石高温稳定性研究[J].交通标准化,2009(13):66-68.
作者姓名:徐君凤
作者单位:河北省邯郸市交通局;
摘    要:对于公路沥青稳定碎石高温稳定性问题,选取国内ATB-25中值进行研究,通过试验选出最佳级配,并确定最佳沥青后掺加水泥替代部分矿粉ATB-25中值进行对比研究,得出适合我国西部的沥青稳定碎石基层级配,可为我国沥青稳定碎石基层设计和施工提供参考。

关 键 词:道路工程  沥青稳定碎石  车辙

Stabilized Macadam High Temperature Stability of Highway Asphalt
XU Jun-feng.Stabilized Macadam High Temperature Stability of Highway Asphalt[J].Communications Standardization,2009(13):66-68.
Authors:XU Jun-feng
Institution:Handan City Transport Bureau of Hebei Province;Handan 056002;China
Abstract:Domestic ATB-25 medium value is studied to ascertain the stabilized macadam high temperature stability of highway asphalt. Through test research is conducted to determine the optimal gradation to study on ATB-25 medium value after replacing some breeze with cement. It deduces the base gradation of asphalt stabilized macadam in West China, providing some reference for design and construction of asphalt stabilized macadam base.
Keywords:highway engineering  asphalt stabilized macadam  rut  
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