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Comparing the Slope of Load/Displacement Fracture Curves of Asphalt Concrete

机译:比较沥青混凝土负荷/位移断裂曲线的斜率

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In order to quantify cracking characteristics of asphalt concrete, the use of fracture testing is becoming more common. When running fracture tests, often the load and displacement are recorded, and from these two values, the fracture energy can be calculated. Unfortunately, fracture energy is only a single value, so it is difficult to differentiate between two different mixtures that have the same fracture energy, but very different Load/Displacement curves. This research examined four sets of mixtures with similar fracture energies, but different material characteristics, including air voids, asphalt cement content, asphalt cement type, and polymer modification. After analyzing these four sets of mixtures, it was found that adding extra asphalt cement or polymer modification to a mixture increased the complaint behavior of the fracture curves for these specific mixtures. In addition, increasing the air voids decreased the compliance, while increasing the high temperature binder grade slightly increased the compliance. This indicated that important information of cracking characteristics of asphalt concrete can be overlooked when only using the fracture energy.
机译:为了量化沥青混凝土的开裂特性,裂缝试验的使用变得越来越常见。运行断裂试验时,常常记录负载和位移,并且从这两个值开始,可以计算断裂能量。不幸的是,断裂能量只是单个值,因此难以区分两个具有相同裂缝能量的不同混合物,但是非常不同的负载/位移曲线。该研究检查了四套混合物,具有类似的裂缝能量,但材料特性不同,包括空隙,沥青水泥含量,沥青水泥型和聚合物改性。在分析这四组混合物后,发现向混合物添加额外的沥青水泥或聚合物改性,增加了这些特定混合物的骨折曲线的投诉行为。另外,增加空气空隙降低了顺应性,同时增加了高温粘合剂级略微增加的顺应性。这表明只有使用裂缝能量时,可以忽略沥青混凝土的开裂特性的重要信息。

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