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大粒径沥青碎石下面层材料组成及结构设计研究
引用本文:童申家,李惠霞.大粒径沥青碎石下面层材料组成及结构设计研究[J].西安建筑科技大学学报(自然科学版),2012(2):183-187.
作者姓名:童申家  李惠霞
作者单位:西安建筑科技大学土木工程学院;河南城建学院交通工程系
基金项目:内蒙交通科技基金资助项目(2010376)
摘    要:通过试验研究和力学行为分析确定大粒径沥青碎石作为下面层的设计方法,包括路面材料组成设计和路面结构设计两个方面.对四种不同级配的大粒径沥青碎石进行路用性能和力学性能试验,通过性能的对比选择一种综合性能较优的级配材料.拟定沥青路面结构形式并采用不同厚度的大粒径沥青碎石作为下面层,对路面结构进行力学计算并分析其力学行为.通过试验研究,推荐综合性能较好的ATB-30作为大粒径沥青碎石下面层;通过对路面结构的力学行为分析,推荐大粒径碎石下面层的合理厚度为10~11cm.

关 键 词:大粒径  下面层  路用性能  力学性能  合理厚度

Material and structural design methods of large-stone asphalt mixes as under layer of asphalt pavement
TONG Shen-jia,LI Hui-xia.Material and structural design methods of large-stone asphalt mixes as under layer of asphalt pavement[J].Journal of Xi'an University of Architecture & Technology,2012(2):183-187.
Authors:TONG Shen-jia  LI Hui-xia
Affiliation:1,2 (1.School of Civil Engineering,Xi′an University of Architecture and Technology,Xi′an 710055,China; 2.Department of traffic Engineering,Henan University of Urban construction,Pingdingshan 467000,China)
Abstract:The paper studies the design methods of large-stone asphalt mixes as under layer of asphalt pavement.It includes material design and structural design.The research on optimum design of large-stone asphalt mixes material is based on a lot of laboratory experiment.The aim of these experiments is to get the material with best properties by comparative study on the pavement performance and mechanical properties of the large-stone asphalt mixes.The structural design methods include that the structure type is assumed and the thickness of the under layer of asphalt pavement of LSM is given by mechanical analysis.As a result,the ATB-30 as better comparative properties and 10~11 cm as the reasonable thickness is recommended.
Keywords:the large-stone asphalt mixes  under layer of asphalt pavement  pavement performance  mechanical performance  reasonable thickness
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