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Laboratory Study of Porous Asphalt Mixture Made With Rubber Bitumen

机译:橡胶沥青制备的多孔沥青混合料的室内研究

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A porous asphalt mix was designed with high viscosity modified bitumen and rubber bitumen at an aimed air void content of 20%. A Hamburg wheel tracking device was employed to test rutting potentials in both 60 °C air bath and 40 °C water bath conditions. Triaxial compression tests and triaxial cyclic compression tests were performed to determine the resistance to shear stress and permanent deformation at 60 °C. The study results shows that despite the similar Theological behavior between rubber bitumen and high viscosity modified bitumen, rubber bitumen is far less applicable than high viscosity modified bitumen in the aspect of high temperature performance and shear resistance. However, the rubber asphalt mixture shows a longer creeping stage and a stiffer resilient modulus in cyclic loading and lower level. Under the conditions defined herein, porous asphalt made with rubber bitumen can only be used for lighter volume of traffic.
机译:设计了一种多孔沥青混合料,其目标空隙率为20%,其中包含高粘度改性沥青和橡胶沥青。使用汉堡轮跟踪设备在60°C的空气浴和40°C的水浴条件下测试车辙的可能性。进行了三轴压缩试验和三轴循环压缩试验,以确定在60°C下的抗剪切应力和永久变形的能力。研究结果表明,尽管橡胶沥青和高粘度改性沥青具有相似的流变学行为,但在高温性能和抗剪切性方面,橡胶沥青远不如高粘度改性沥青适用。然而,橡胶沥青混合物在循环载荷和较低水平下表现出更长的蠕变阶段和更硬的弹性模量。在此处定义的条件下,用橡胶沥青制成的多孔沥青只能用于减少交通量。

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