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就沥青混凝土在低温时的极限拉伸强度，随温度的变化规律曲线上所呈现的很具特征的峰值现象从微观角度予以解释。
The peak tensile strength of asphalt concrete at low temperature, with the temperature curve of the law presented by the characteristics of the peak phenomenon is explained from the microscopic point of view.