It is shown that strain controlling mode is adequate for asphalt mixtures of asphalt stabilized base course as for fatigue test.
因此,全厚式沥青路面沥青混合料的疲劳试验更适宜采用应变控制的荷载模式。
With laboratory test and theory analysis, anti-cracking property of cement-stabilized base is systematically studied in this paper.
本文通过理论分析和大量的室内试验,对水泥稳定类砂砾材料抗裂性能进行了系统研究。
During the usage of pavement, elasticity deformation of cement stabilized base is low, with long service year and high carrying capacity.
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。
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