| 沥青稳定碎石基层混合料配合比设计方法研究综述 |
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| 引用本文： | 冯新军,郝培文. 沥青稳定碎石基层混合料配合比设计方法研究综述[J]. 公路, 2007, 0(6): 162-166 |
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| 作者姓名： | 冯新军 郝培文 |
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| 作者单位： | 1. 长沙理工大学公路工程学院,长沙市,410076;长安大学公路学院,西安市,710064
2. 长安大学公路学院,西安市,710064 |
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| 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。
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| 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 |
| 文章编号： | 0451-0712（2007）06-0162-05 |
| 修稿时间： | 2006-12-25 |
Summarization on Mixture Design Method of Bituminous Stabilized Broken-Stone Base Mixture |
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| FENG Xin-jun,HAO Pei-wen. Summarization on Mixture Design Method of Bituminous Stabilized Broken-Stone Base Mixture[J]. Highway, 2007, 0(6): 162-166 |
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| Authors: | FENG Xin-jun HAO Pei-wen |
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| Abstract: | 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. |
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| Keywords: | bituminous stabilized broken-stone base mixture mixture design Beilay method Mechanics index method |
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