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Real-Time Flow Behavior of Hot Mix Asphalt (HMA) Compaction Based on Rheological Constitutive Theory

机译:基于流变本构理论的热拌沥青(HMA)压实实时流动特性

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摘要

Compaction is the most critical stage during pavement construction, but the real-time rheological behavior in the compaction process of hot mix asphalt has not received enough attention. Rheological properties directly reflect the of mixture performance, the intrinsic directly reflects the influencing factors of compaction, and the pavement compactness and service life. Therefore, it is important to interpret the rheological properties of the asphalt mixture during the compaction process. In this paper, the improved Nishihara model was used to study the viscoelastic-plastic properties of the hot mix asphalt in the compaction process. Firstly, the improved Nishihara model was briefly introduced. Subsequently, the stress and strain correlation curves are obtained by the MTS (Material Testing System) compaction test, and the strain-time curve is fitted to determine the model parameter values. Finally, the parameters are substituted into the constitutive equation to obtain the strain-time curve and compared it with the test curve. The results show that the improved Nishihara model effectively depicts the real time behavior of the asphalt mixture in the compaction progress. The viscos and plastic parameters present certain differences, which reflects that the gradation and temperature have certain influence on the compaction characteristics of the mixture.
机译:压实是铺装施工中最关键的阶段,但热拌沥青压实过程中的实时流变行为尚未引起足够的重视。流变性质直接反映了混合料的性能,内在性质直接反映了压实度的影响因素,以及路面密实度和使用寿命。因此,重要的是要在压实过程中解释沥青混合料的流变特性。本文采用改进的Nishihara模型研究压实过程中热拌沥青的粘弹塑性。首先,简要介绍了改进的Nishihara模型。随后,通过MTS(材料测试系统)压实测试获得应力和应变相关曲线,并拟合应变-时间曲线以确定模型参数值。最后,将参数代入本构方程以获得应变时间曲线,并将其与测试曲线进行比较。结果表明,改进的Nishihara模型有效地描述了压实过程中沥青混合料的实时行为。黏度和塑性参数存在一定差异,这反映了级配和温度对混合物的压实特性有一定影响。

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