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级配碎石夹层路面结构的断裂力学分析
引用本文:蒋育红,黄晓明,廖公云.级配碎石夹层路面结构的断裂力学分析[J].合肥工业大学学报(自然科学版),2009,32(4).
作者姓名:蒋育红  黄晓明  廖公云
作者单位:1. 安徽工业大学,建筑工程学院,安徽,马鞍山,243002
2. 东南大学,交通学院,江苏,南京,210096
基金项目:安徽省教育厅自然科学基金重点项目 
摘    要:半刚性基层沥青路面容易产生反射裂缝,实践证明在沥青路面中设置级配碎石夹层可以有效地减少反射裂缝的产生.文章基于ABAQUS有限元计算方法,通过断裂力学分析得出在沥青面层结构下设置级配碎石夹层结构,可以大大减小底基层的反射裂缝应力强度因子,防止反射裂缝的发生;同时适当增加下基层模量可以减缓基层反射裂缝的扩展,从而为沥青路面结构合理设置级配碎石夹层提供理论依据.

关 键 词:级配碎石  沥青路面  反射裂缝  断裂力学  有限元法

Fracture mechanics analysis of pavement structure with a sandwich layer of unbound graded aggregate
JIANG Yu-hong,HUANG Xiao-ming,LIAO Gong-yun.Fracture mechanics analysis of pavement structure with a sandwich layer of unbound graded aggregate[J].Journal of Hefei University of Technology(Natural Science),2009,32(4).
Authors:JIANG Yu-hong  HUANG Xiao-ming  LIAO Gong-yun
Institution:1.School of Civil Engineering & Architecture;Anhui University of Technology;Ma'anshan 243002;China;2.Transportation College;Southeast University;Nanjing 210096;China
Abstract:The semi-rigid base asphalt pavement is easy to produce reflection cracks,and it is proved that setting a sandwich layer of unbound graded aggregate under the asphalt pavement can prevent reflection cracking effectively.By using the ABAQUS finite element method and through fracture mechanics analysis,this paper draws a conclusion that setting a sandwich layer of unbound graded aggregate under the asphalt pavement can reduce the stress intensity factor of the subbase and prevent reflection cracking effective...
Keywords:unbound graded aggregate  asphalt pavement  reflection cracking  fracture mechanics  finite element method  
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