ABSTRACT This study aims to develop an enhanced method that eliminates the dependence of calculated flow number on the termination strain to allow for better analysis of flow number test data. The two-step secant method, the Francken model, and the double-tangent method are firstly evaluated. It is found that the flow number determined by the Francken model or the two-step secant method depends on the termination strain, as do the transition points identified by the double-tangent method. To address this issue, an enhanced two-step secant method is proposed based on the combined use of the secant method and the translation method. The idea behind the translation method is to specify a standardised criterion for flow number tests with different termination conditions, thereby avoiding the effect of the termination strain on the calculated flow number. The results show that the flow number obtained by the enhanced two-step secant method is no less than that obtained by the two-step secant method. It is also found that there is a unique relationship between flow number and strain rate during the secondary stage, which is independent of asphalt mixture type, stress level, and test temperature.
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