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Experimental investigation of the permanent deformation and void ratio attenuation of porous asphalt mixtures with hydraulic effects

机译:多孔沥青混合物与液压效应的永久变形和空隙率衰减的实验研究

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摘要

To investigate the quantitative influence of the material gradation characteristics, saturation degree and loading frequency on the permanent deformation of porous asphalt (PA) mixtures under temperature, loading, and hydraulic coupling conditions, a hydraulic coupling repeated loading test is conducted for five types of PA mixtures with different nominal maximum aggregate sizes, void ratios, saturation degrees and load frequency inputs. The test results indicate that the PA-20 mixture has better anti-deformation performance than the PA-13 and PA-16 mixtures. A larger void ratio corresponds to weaker anti-permanent deformation performance. When the initial void ratio is 24%, the flow number prominently decreases to approximately less than 11% of the initial void ratio of 16%. The results of the loading test with water storage show that the saturation state has a more significant impact on the permanent deformation of PA-13 mixtures than PA-16 and PA-20. When the frequency increases, the cumulative microstrain of the mixture greatly decreases, and the influence degree of frequency on the deformation becomes increasingly obvious when the void ratio increases due to the effect of hydraulic coupling. To easily evaluate the void ratio attenuation of PA, a uniform expression is proposed to characterize the three-stage strain growth, which shows that the permanent deformation curve exhibits nonlinear growth in the second stage of deformation. Then, the minimum permanent deformation growth rate is presented to quantitatively evaluate the deformation resistance performance. Overall, a higher saturation degree of the lower loading frequency corresponds to a smaller PDGRmin. A formula is presented to analyse the effect of permanent deformation on the change in void ratio: the loading frequency, saturation degree and initial void ratio significantly affect the attenuation of the AV ratio. Specifically, the coupling of frequency and water storage slows the decrease in air void ratio.
机译:为了研究材料灰度特性,饱和度和装载频率对温度,载荷和液压耦合条件下的多孔沥青(PA)混合物的永久变形的定量影响,对五种类型的PA进行了重复负载测试的液压耦合。具有不同标称最大总尺寸,空隙率,饱和度和负载频率输入的混合物。测试结果表明,PA-20混合物具有比PA-13和PA-16混合物更好的抗变形性能。较大的空隙率对应于较弱的抗永久变形性能。当初始空隙率为24%时,流量截至初始空隙率的初始空隙率占据截至近似小于16%的11%。利用储水的装载试验结果表明,饱和状态对PA-13混合物的永久性变形具有比PA-16和PA-20更大的影响。当频率增加时,混合物的累积微带牵引力大大降低,并且当空隙率由于液压耦合的效果而增加时,变形对变形的频率的影响变得越来越明显。为了容易地评估PA的空隙率衰减,提出了均匀的表达来表征三级应变生长,这表明永久变形曲线在变形的第二阶段表现出非线性生长。然后,提出了最小的永久变形生长速率以定量评价变形性能。总的来说,较高负载频率的较高饱和度对应于较小的Pdgrmin。提出了公式,分析永久变形对空隙率变化的影响:装载频率,饱和度和初始空隙率显着影响AV比的衰减。具体地,频率和储水的耦合减小了空隙率的降低。

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