弹性层次地基上刚性路面的半解析无限层分析
ANALYSIS OF RIGID PAVEMENT ON THE MULTIPLE LAYERED ELASTIC FOUNDATION USING SEMI-ANALYTICAL INFINITE LAYER METHOD
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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。Abstract: 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.