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New methodology to estimate the fatigue behavior of bituminous mixtures using a strain sweep test

机译:使用应变扫描测试估算沥青混合物疲劳行为的新方法

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Fatigue cracking of bituminous mixtures is closely related to the loss of ductility produced by the stiffening of the bituminous binder. The main two factors that cause the asphalt binder to lose its ductility are aging and exposure to low temperatures. However, most of the tests designed to evaluate the fatigue behavior of bituminous mixtures are very time consuming, and make unpractical those studies that try to evaluate the influence of many variables. In this research project a strain sweep test was used to analyze the influence of aging, test temperature and bituminous binder type on the fatigue behavior of a continuously graded mixture. As expected, the mixture with SBS polymer modified binder retained more ductility at low temperatures, while the mixture with crumb rubber modified binder had the highest stiffness modulus. All mixtures exhibited the Worst fatigue behavior at low temperatures and aging was equivalent to testing an unaged mixture at a lower temperature. The main result of this paper was the implementation of a new methodology to estimate the fatigue law of the material using a strain sweep test, which allowed this fatigue analysis to be carried out in nearly 10 times less testing time than that required by the procedure described in the EN 12697-24 standard. (C) 2017 Elsevier Ltd. All rights reserved.
机译:沥青混合物的疲劳开裂与沥青粘合剂硬化导致的延展性降低密切相关。导致沥青粘合剂失去延展性的两个主要因素是老化和暴露于低温。但是,大多数旨在评估沥青混合物的疲劳行为的测试非常耗时,并且使那些试图评估许多变量的影响的研究不可行。在该研究项目中,使用应变扫描测试来分析老化,测试温度和沥青粘合剂类型对连续分级混合物疲劳行为的影响。如所期望的,具有SBS聚合物改性的粘合剂的混合物在低温下保留了更大的延展性,而具有碎橡胶改性的粘合剂的混合物具有最高的刚性模量。所有混合物在低温下均表现出最差的疲劳性能,老化等效于在低温下测试未老化的混合物。本文的主要结果是实施了一种新的方法来使用应变扫描测试来估算材料的疲劳规律,该疲劳分析所需的测试时间比上述过程所需的时间少近10倍。符合EN 12697-24标准。 (C)2017 Elsevier Ltd.保留所有权利。

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