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Application of uniform design method on evaluation of internal factors to asphalt mixes fatigue life

机译:均匀设计法在沥青混合料疲劳寿命内部因素评价中的应用

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A fractional factorial experimental design method named “uniform design” was applied on a four point bending experiment to evaluate the internal factors to fatigue performance of asphalt mixes. The internal factors considered in this study include asphalt type, asphalt content, air void, gradation, and the nominal maximum aggregate size. Then the regression models expressing the relationships between the internal factors and initial flexural stiffness and fatigue life were established. It is pointed that if the asphalt content increases by 1%, it will cause a 97% of increase in fatigue life; if the air void increases by 1%, it will cause a 4% decrease in fatigue life; if the penetration value of asphalt binder increases by 10, it will cause a 19% of increase in fatigue life. The results indicate that the number of fatigue test can be effectively reduced by using uniform design.
机译:在四点弯曲实验中采用了分数阶乘实验设计方法(称为“均匀设计”),以评估影响沥青混合料疲劳性能的内部因素。本研究中考虑的内部因素包括沥青类型,沥青含量,空隙,等级和标称最大骨料尺寸。然后建立表示内部因素与初始抗弯刚度和疲劳寿命之间关系的回归模型。需要指出的是,如果沥青含量增加1%,将导致疲劳寿命增加97%;如果气隙增加1%,则会导致疲劳寿命降低4%;如果沥青粘合剂的渗透值增加10,将导致疲劳寿命增加19%。结果表明,采用统一的设计可以有效地减少疲劳试验的次数。

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