一、前言水泥混凝土路面荷载应力的计算理论——弹性地基板理论,按地基假设的不同,可分为两类:一类以弹性半空间体的地基假设为基础,另一类则以地基反力与挠度成正比的温克勒假设为基础。显然,前一类假设 First, the preface Cement concrete pavement load stress calculation theory - Elastic base plate theory, according to different foundation assumptions, can be divided into two categories: one type of elastic half-space foundation assumption, the other based on the foundation of anti The Winkler assumption that force is proportional to deflection is the basis. Obviously, the former assumption