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倒装式基层沥青路面结构力学行为分析
引用本文:陈尚江,张肖宁.倒装式基层沥青路面结构力学行为分析[J].建筑材料学报,2014,17(4):644-648.
作者姓名:陈尚江  张肖宁
作者单位:哈尔滨工业大学交通科学与工程学院,黑龙江哈尔滨150090;华南理工大学土木与交通学院,广东广州510640
基金项目:贵州省交通科技项目(2010 122 008)
摘    要:采用有限元法,对倒装式基层沥青路面结构的力学行为进行分析.结果显示:倒装式基层沥青路面结构面层的底面受拉应力作用,随着轴载的增大,拉应力近似呈线性递增;倒装式基层沥青路面结构的底面拉应力明显小于典型半刚性基层沥青路面结构的底面拉应力,因而具有更好的抗裂性;级配碎石层底面始终处于受压状态.

关 键 词:道路工程    沥青路面    倒装式基层    力学行为    有限元
收稿时间:9/3/2013 12:00:00 AM
修稿时间:2013/9/29 0:00:00

Mechanical Behavior Analysis of Asphalt Pavement Structurewith an Inverted Base Layer
CHEN Shangjiang and ZHANG Xiaoning.Mechanical Behavior Analysis of Asphalt Pavement Structurewith an Inverted Base Layer[J].Journal of Building Materials,2014,17(4):644-648.
Authors:CHEN Shangjiang and ZHANG Xiaoning
Affiliation:School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150090, China;School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China
Abstract:The finite element method was used to analyze the mechanical behavior of asphalt pavement structure with an inverted base layer. Results show that the tensile stress takes effect at the bottom of surface layer for inverted base layer structure and with increase in load, the stress becomes linear increase approximately. The tensile stress at the bottom of base layer for inverted base layer structure is much smaller than that for typical semi rigid base layer structure, that means the inverted base layer structure has a better crack resistance than typical semi rigid base layer structure. Pressure stress always takes effect at the bottom of macadam layer.
Keywords:road engineering  asphalt pavement  inverted base layer  mechanical behavior  finite element
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