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对骨架密实型水泥稳定碎石材料的设计方法进行了研究,通过对比按照粗集料三种不同松方密度设计出的混合料其级配以及强度,拌和及成型性能,推荐采用粗集料的捣实密度进行骨架密实型混合料设计。
The design method of skeleton compact cement stabilized macadam material was studied. By comparing the gradation and strength, mixing and forming properties of the mixture designed according to three different looseness of coarse aggregate, it is recommended to use the coarse aggregate pound Real density of the skeleton compact mixture design.