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建立基层顶面模量修正系数 n与弯沉综合修正系数 F的相关关系 ,从而根据 F的经验方程推出 n计算式 ,并将基层顶面模量修正系数 n隐含至水泥混凝土路面荷载应力计算公式和轴载换算方程中 ,使设计更为简便
Based on the empirical equation of F, the formula of n is established, and the correction coefficient n of the top surface modulus is implicitly calculated to the load stress of cement concrete pavement Formulas and on-board conversion equations make the design easier