摘要
用热光弹性法研究了半刚性基层沥青路面低温收缩裂缝的稳定性问题 .结果表明 :路面结构产生裂缝后 ,温度梯度是引起裂缝继续扩展的重要因素 .
The crack caused by thermal stress in asphalt concrete pavement was investigated by the photo_elastic method. The results show that the thermal load is the main factor causing the crack to develop continuously. The findings are in full agreement with those obtained by the finite element method.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2001年第6期68-71,共4页
Journal of South China University of Technology(Natural Science Edition)
关键词
光弹性法
沥青路面
裂缝
温度应力
应力强度因子
稳定性
photo_elastic method
asphalt concrete pavement
crack
thermal stress
stress intensity factor
