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参照美国AASHTO方法，利用已建立的路面行驶质量标准衰变方程，在面层类型、基层、垫层和土基等条件保持不变的情况下,探讨一种新的柔性路面面层厚度设计的思想和方法。
According to the American AASHTO method, the established decay equation of pavement driving quality is used to discuss a new design idea of flexible pavement surface thickness under the conditions of pavement type, grassroots, cushion and soil foundation. And method.