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Moisture damage evaluation in SBS and lime modified asphalt using AFM and artificial intelligence

机译:SBS和石灰改性沥青的水分损伤评估使用AFM和人工智能

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Damage due to moisture in polymer modified asphalt pavements has been investigated for several decades; yet, the exact and mathematical causes of moisture are not precisely known. Nanoscale experiment has been conducted in this study with an atomic force microscopy (AFM) to determine these effects in terms of adhesive and cohesive forces. A base asphalt binder and one polymer styrene-butadiene-styrene (SBS) were utilized to modify asphalt binders, which was used to prepare sample for testing on glass substrates under AFM. The asphalt samples were conditioned under wet and dry conditions. Current study formulates an artificial intelligence rule which predicts the moisture damage relation in lime and SBS modified asphalts. Base asphalt binders have shown larger adhesion/cohesion values compared to the polymer modified asphalt samples under dry conditions. However, this trend is opposite under wet conditions. Base binders are more susceptible to moisture damage than the polymer modified asphalt binders. ANFIS model (as compared to MLP and SVM) was found to be very promising in these points. The mean relative error was very low 0.02 and 0.03, respectively, for projected and observed data, which also showed the steady performance of the model. Statistical analysis was also performed for dry sample by executing of the three neural network models and found MLP's performance was very good to other two models.
机译:几十年来研究了聚合物改性沥青路面中水分造成的损伤;然而,水分的确切和数学原因不确定。本研究已经在本研究中进行了纳米级实验,原子力显微镜(AFM)在粘合剂和内聚力方面确定这些效果。利用碱沥青粘合剂和一种聚合物苯乙烯 - 丁二烯 - 苯乙烯(SBS)来改变沥青粘合剂,其用于制备用于在AFM下的玻璃基板上测试的样品。沥青样品在潮湿和干燥的条件下调节。目前的研究制定了一种人工智能规则,其预测石灰和SBS改性沥青中的水分损伤关系。与干燥条件下的聚合物改性沥青样品相比,基沥青粘合剂具有更大的粘附性/凝聚值。然而,这种趋势在潮湿条件下相反。基粘合剂比聚合物改性沥青粘合剂更容易受水分损伤。 ANFIS模型(与MLP和SVM相比)被发现在这些点中非常有前途。对于投影和观察数据,平均相对误差分别为0.02和0.03,也显示出模型的稳定性能。还通过执行三个神经网络模型进行干燥样品进行统计分析,发现MLP的性能对其他两种模型非常好。

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