但对水泥稳定粒料基层材料的强度标准仍然存在着认识上的不足。
But for the cement stabilized granular base material intensity standard still has some weakness.
在路面的使用过程中，水泥稳定粒料基层弹性变形较小，使用年限长，承载能力高。
During the usage of pavement, elasticity deformation of cement stabilized base is low, with long service year and high carrying capacity.
除了水泥剂量、含泥量和施工控制等因素外，集料级配是影响水泥稳定粒料基层收缩特性的重要因素。
Besides cement dose, mud content and construction control, aggregate grade is one of the important factors which affect the shrinkage properties of cement stabilized material bases.
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