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Performance of asphalt determined by the tensile creep test on binder and asphalt mortar

机译:粘合剂和沥青砂浆的拉伸蠕变试验测定的沥青的性能

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The performance of an asphalt surface is largely determined by the used binder. Depending on the location, the asphalt road is exposed to wide temperature ranges. Test methods that are commonly used, generally focus either on the cold end, e.g. with the resistance against low temperature cracking addressed by the thermal stress restrained specimen test or at the warm end, e.g. with the resistance against permanent deformation addressed by the cyclic compression test. Until now, no test method to address both competing ends and therefore the whole scope of the application has been established. The tensile creep test (TCT) is a test method which addresses binder or mortar at low temperatures. However, results of this test method may indicate the performance of an asphalt mixture at both high as well as low temperatures. The paper introduces the test method TCT, results of tests on binder and mortar and correlates them with the asphalt's resistance to rutting and cold-induced cracking.
机译:沥青表面的性能主要由二手粘合剂确定。根据位置,沥青路面暴露在宽温度范围内。通常使用的测试方法,通常集中在冷端上,例如冷端。通过抗热应力限制样品试验或在温热末端寻址的低温破裂的抵抗力,例如,抗循环压缩试验解决的永久变形的抵抗力。到目前为止,没有测试方法以解决竞争目的,因此已经建立了申请的整个范围。拉伸蠕变试验(TCT)是在低温下解决粘合剂或砂浆的测试方法。然而,该试验方法的结果可以指示高温和低温下的沥青混合物的性能。本文介绍了测试方法TCT,粘合剂和砂浆的试验结果,并将它们与沥青对车辙和冷致裂解的抗性相关联。

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