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首页> 外文期刊>Journal of materials in civil engineering >Characterizing Permanent Deformation and Fracture of Asphalt Mixtures by Using Compressive Dynamic Modulus Tests
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Characterizing Permanent Deformation and Fracture of Asphalt Mixtures by Using Compressive Dynamic Modulus Tests

机译:使用压缩动态模量试验表征沥青混合料的永久变形和断裂

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Permanent deformation and fracture may develop simultaneously when an asphalt mixture is subjected to a compressive load. The objective of this research is to separate viscoplasticity and viscofracture from viscoelasticity so that the permanent deformation and fracture of the asphalt mixtures can be individually and accurately characterized without the influence of viscoelasticity. The undamaged properties of 16 asphalt mixtures that have two binder types, two air void contents, and two aging conditions are first obtained by conducting nondestructive creep tests and nondestructive dynamic modulus tests. Testing results are analyzed by using the linear viscoelastic theory in which the creep compliance and the relaxation modulus are modeled by the Prony model. The dynamic modulus and phase angle of the undamaged asphalt mixtures remained constant with the load cycles. The undamaged asphalt mixtures are then used to perform the destructive dynamic modulus tests in which the dynamic modulus and phase angle of the damaged asphalt mixtures vary with load cycles. This indicates plastic evolution and crack propagation. The growth of cracks is signaled principally by the increase of the phase angle, which occurs only in the tertiary stage. The measured total strain is successfully decomposed into elastic strain, viscoelastic strain, plastic strain, viscoplastic strain, and viscofracture strain by employing the pseudostrain concept and the extended elastic-viscoelastic correspondence principle. The separated viscoplastic strain uses a predictive model to characterize the permanent deformation. The separated viscofracture strain uses a fracture strain model to characterize the fracture of the asphalt mixtures in which the flow number is determined and a crack speed index is proposed. Comparisons of the 16 samples show that aged asphalt mixtures with a low air void content have a better performance, resisting permanent deformation and fracture.
机译:当沥青混合物受到压缩载荷时,永久变形和断裂可能同时发生。这项研究的目的是将粘塑性和粘裂与粘弹性分开,以便可以在不受到粘弹性影响的情况下,对沥青混合料的永久变形和断裂进行单独,准确地表征。通过进行无损蠕变试验和无损动态模量试验,首先获得了具有两种粘合剂类型,两种气隙含量和两种老化条件的16种沥青混合料的未破坏特性。使用线性粘弹性理论分析测试结果,其中蠕变柔量和松弛模量由Prony模型建模。未破坏的沥青混合料的动态模量和相角随载荷循环而保持恒定。然后,将未损坏的沥青混合物用于执行破坏性动态模量测试,在该测试中,损坏的沥青混合物的动态模量和相角随负载循环而变化。这表明塑性演化和裂纹扩展。裂纹的增长主要通过相角的增加来表示,这仅在第三阶段才发生。通过使用拟应变概念和扩展的弹性-粘弹性对应原理,将测得的总应变成功地分解为弹性应变,粘弹性应变,塑性应变,粘塑性应变和粘断裂应变。分离的粘塑性应变使用预测模型来表征永久变形。分离的粘裂应变使用断裂应变模型来表征沥青混合料的断裂,确定了流量并提出了裂纹速度指数。对这16个样品的比较表明,空隙率低的老化沥青混合料具有更好的性能,可以抵抗永久变形和断裂。

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