摘要
采用三维有限元方法和断裂力学理论判据,分析了荷载和温度作用下,沥青路面结构的力学状态随水泥粉煤灰碎石基层性能变化的规律。
By adoption of the method of threedimensional finite element and the theoretic criterion of fracture mechanics,the law of mechanical state in asphalt pavement structure which varied with the performance of cement FAbound hoggin for roadbase was analyzed under the action of load and temperature.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2003年第3期18-22,共5页
China Journal of Highway and Transport
关键词
道路工程
水泥粉煤灰碎石基层
应力分析
裂缝
路面结构
road engineering
cement FA-bound hoggin for roadbase
stress analysis
crack
pavement structure