摘要
对目前国内外沥青稳定碎石基层混合料的配合比设计方法,如大马歇尔法、Superpave法、体积法、贝雷法、力学指标法等进行了介绍。通过对各种方法的优缺点进行分析,结合沥青稳定碎石基层的性能要求和功能要求,提出了最优的沥青稳定碎石基层混合料的配合比设计方法。
There are many mixture design methods for bituminous stabilized broken-stone base mixture at home and abroad such as Marshall test method, Superpave method,Volume method,Beilay method,Mechanics index method,etc for asphalt treated base in the world today. These methods are all introduced in this paper. Through analyzing the advantages and shortages of these methods and combined with the requirements of property and function of bituminous stabilized broken-stone base, the proper mixture design method of bituminous stabilized broken-stone base mixture is proposed.
出处
《公路》
北大核心
2007年第6期162-166,共5页
Highway
关键词
沥青稳定碎石基层混合料
配合比设计
贝雷法
力学指标设计法
bituminous stabilized broken-stone base mixture
mixture design
Beilay method
Mechanics index method
