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LABORATORY TEST ON DAMPING CHARACTERISTICS OF ASPHALT MIXTURE

机译:沥青混合料阻尼特性的实验室试验

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The damping can reflect materials energy loss under cyclic loading. In this paper, the dynamic modulus of asphalt mixture was tested, and the area of the stress and strain hysteretic curve was put forward to evaluate the damping characteristics of the asphalt mixture. The asphalt mixtures with various binders, various NMAS and various air voids were researched respectively. The results showed that there was good negative correlation between damping and dynamic/static modulus, and the damping decreased as modulus of asphalt mixture increased. The viscosity of the asphalt and the porosity of the asphalt mixture had significant influences on damping. The damping increased with the increasing of binder viscosity and air voids; and there was no significant correlation between damping and the NMAS.
机译:阻尼可以在环状载荷下反映材料能量损失。本文检测了沥青混合料的动态模量,并提出了应力和应变滞后曲线的面积来评价沥青混合料的阻尼特性。研究了各种粘合剂,各种NMA和各种空隙的沥青混合物。结果表明,阻尼和动态/静态模量之间存在良好的负相关,随着沥青混合物的模量增加而降低阻尼。沥青的粘度和沥青混合物的孔隙率对阻尼有显着影响。随着粘合剂粘度和空气空隙的增加而增加,阻尼增加了;阻尼与NMA之间没有显着的相关性。

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