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Analysis of Cracking Resistance of Bituminous Mixtures Under Monotonic and Cyclic Loads

机译:单调和循环载荷下沥青混合物裂解性分析

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Although cracking resistance is one of the most important properties affecting the durability of asphalt mixtures, this property is often not considered as a requirement in the mixture design stage, and the bitumen content is determined from other properties (voids content, permanent deformation or water sensitivity, among others). The effect of bitumen content on the cracking resistance of an asphalt concrete mixture (type AC) is analysed in this paper by means of different types of tests. Firstly, a cyclic strain sweep test (EBADE test), to obtain the evolution of complex modulus and dissipated energy density with the number of cycles as well as the failure strain; the EBADE test can provided a first approximation to the fatigue law of the mixtures with different binder contents. Secondly, a direct tensile monotonic test (Fenix test) was used to determine strength and fracture energy of the mixture. The results from both tests were consistent between them.
机译:尽管抗裂性是影响沥青混合物耐久性的最重要的性质之一,但这种性质通常不被认为是混合物设计阶段的要求,并且沥青含量由其他性质(空隙含量,永久变形或水敏感性)确定等等)。通过不同类型的试验在本文中分析了沥青含量对沥青混凝土混合物(型AC)的开裂电阻的影响。首先,循环应变扫描试验(EBADE试验),以获得复杂模量的演变,并随着循环的数量以及失效应变而耗散的能量密度; EBADE测试可以为具有不同粘合剂含量的混合物的疲劳律提供第一近似。其次,使用直接拉伸单调试验(Fenix测试)来确定混合物的强度和断裂能量。两个测试的结果在它们之间一致。

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