The main contents that are researched in the thesis are : asphalt mixture low temperature crazing principle , the influencing factor of asphalt mixtures low temperature crazing , asphalt - rubber macadam , the pressure - resistance intensity , the crazing high temperature , the smooth - resistance and construction technology , the technological economical compare and so on , exploring the new - type structural combinations of asphalt pavement 本文研究的主要内容是：沥青混合料低温开裂机理，沥青混合料低温开裂影响因素，沥青橡胶碎石，玻璃纤维沥青碎石的高温抗压强度，低温劈裂强度，抗滑性能及其施工工艺，技术与经济比较等，探索新型的沥青路面结构组合。
Through the marshall experiment and the low temperature crazing - resistance intensity experiment , which work on the asphalt - rubber macadam , fiberglass asphalt macadam indoors , we have got various kinds of experimental data , carrying out experiment by means of the method of mathematical statistics , we have got various kinds of experimental data . dealing with the experimental data by means of the method of mathematical statistics , through contrast and analyzing , we have put forward the best suitable rate of the three asphalt macadam , hi the laboratory asphalt macadam , in the laboratory and the asphalt mixtures blending gathering plane , we have groped after paving technology of the asphalt - rubber macadam 通过在室内对沥青碎石，沥青橡胶碎石，玻璃纤维沥青碎石进行了马歇尔试验和低温抗裂强度试验，得到了各种试验数据，应用数理统计的方法进行试验，得到了各种试验数据，应用数理统计的方法进行试验数据的处理，通过对比分析，提出了三种沥青碎石的最佳配合比。在试验室和沥青混合料拌和场摸索了沥青橡胶碎石的摊铺工艺。
