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Laboratory Study of Porous Asphalt Mixture Made With Rubber Bitumen

机译:用橡胶沥青制成多孔沥青混合物的实验室研究

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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:多孔沥青混合物设计,具有高粘度改性沥青和橡胶沥青,其空气空隙含量为20%。使用汉堡轮跟踪装置在60°C空气浴和40℃水浴条件下测试车辙电位。进行三轴压缩试验和三轴循环压缩试验以确定在60℃下对剪切应力和永久变形的抵抗力。研究结果表明,尽管橡胶沥青和高粘度改性沥青之间的类似神学行为,但在高温性能和抗剪切抗性方面,橡胶沥青比高粘度改性沥青更低。然而,橡胶沥青混合物显示较长的爬坡阶段和循环载荷和较低水平的纤维弹性模量。在本文定义的条件下,用橡胶沥青制成的多孔沥青只能用于较轻的交通量。

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