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Study on the Computing Method of Asphalt Absorption Coefficient in the Effective Relative Density of Aggregate

机译:骨料有效相对密度沥青吸收系数计算方法研究

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According to the computing formula of the effective relative density of aggregate and its physical significance, the theoretical computing formula of asphalt absorption coefficient C has been deduced through the Four-phase system theory of aggregate, and the rationality of asphalt absorption coefficient has been verified through testing and comparison with other computing methods. It is concluded that: (1) the asphalt absorption coefficient is between 0.2 and 0.8 when the water absorptivity of aggregate is between 0.5% and 4.0%; (2) the formula of asphalt absorption coefficient should includes bulk relative density of aggregate; (3) when the water absorptivity of aggregate goes up, the impact exerted by the bulk relative density of aggregate upon the asphalt absorption coefficient would be greater accordingly.
机译:根据聚集体的有效相对密度的计算公式及其物理意义,通过四相系统的聚集体推导了沥青吸收系数C的理论计算公式,并通过了沥青吸收系数的合理性通过与其他计算方法进行测试和比较。得出结论:(1)沥青吸收系数为0.2和0.8,当聚集体的水吸收率之间为0.5%和4.0%时; (2)沥青吸收系数的公式应包括总体相对密度的聚集体; (3)当聚集体的水吸收率上升时,通过在沥青吸收系数上堆积体的体积相对密度施加的影响将相应地更大。

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