摘要
从新的角度分析了割缝和温度变化对水泥砼路面的影响 ,指出面层和基层的相互作用会导致 3种基本破坏形式 ,3种基本破坏形式的出现将引起路面结构的进一步破坏 .设置隔离层和结合层的路面结构将避免 3种基本破坏形式的发生 ,显著减少路面破坏的发生 .
The bad effect to cement concrete pavement influenced by joint sawing and temperature has been analyzed from a new perspective.The interaction between the surface course and the base course causes three basic failure types,which lead to further failure of pavement.Such basic failures can be avoided when setting a kind of intermediate layer between the surface course and the base course,and as a result the failure of pavement can be reduced to the utmost.
出处
《重庆交通学院学报》
2001年第B11期34-37,共4页
Journal of Chongqing Jiaotong University
基金
交通部重点科技资助项目 (95 - 0 4 - 0 6 - 14 )
重庆市重点科技资助项目
