首页> 外文会议>International conference on transportation engineering;ICTE 2011 >LABORATORY TEST ON DAMPING CHARACTERISTICS OF ASPHALT MIXTURE
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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测试

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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:阻尼可以反映材料在循环载荷下的能量损失。本文对沥青混合料的动态模量进行了测试,提出了应力应变滞后曲线的面积,以评价沥青混合料的阻尼特性。分别研究了具有各种粘合剂,各种NMAS和各种气孔的沥青混合料。结果表明,阻尼与动静模量之间存在良好的负相关关系,阻尼随着沥青混合料模量的增加而减小。沥青的粘度和沥青混合物的孔隙率对阻尼有重要影响。阻尼随着粘合剂黏度和空隙的增加而增加;阻尼和NMAS之间没有显着相关性。

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