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一、前言现今常用的水泥混凝土路面荷载应力计算理论,可按地基假说的不同分为两类:一类以Winkler地基假说为基础,另一类以半无限地基假说为基础。H.M.Westergaard采用前一类地基假说,提
I. INTRODUCTION Nowadays commonly used theory of load stress calculation of cement concrete pavement can be divided into two types according to the different types of foundation hypotheses: one is based on Winkler foundation hypothesis and the other is based on semi-infinite basis hypothesis. H.M. Westergaard uses the first type of foundation hypothesis