摘要
本文采用半解析无限层方法，研究了弹性层状地基上刚性路面的计算问题。并编制了计算程序。通过实例计算结果证明了本文方法的正确性。
The problems of the analysis of the rigid pavement on the multiple layered elastic foundation are studied by semi-analytical infinite layer method. A corresponding computer program had been developed. The result of a practical problem shows that the method of this paper is efficient.
出处
《工程力学》
EI
CSCD
1995年第4期17-23,共7页
Engineering Mechanics
关键词
路面
层状地基
半解析无限层
弹性地基
刚性路面
rigid pavement, multiple foundation, semi-analytical infinite layer method
