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Predicting Marshall stability and flow of bituminous mix containing waste fillers by the adaptive neuro-fuzzy inference system

机译:通过自适应神经模糊推理系统预测含有废填料的沥青混合物的马歇尔稳定性和流量

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The practice of using different non-biddable wastes in place of conventional filler is successively extended nowadays, leading it hard to predict the properties of modified bituminous mixes. The present work aims to explore the effect of using rice husk ash (RHA) and fly ash (FA) as an alternative filler in place of conventional filler like hydrated lime (HL) on Marshall stability and flow of bituminous mix by adaptive neuro-fuzzy inference system (ANFIS). This study involves the preparation of samples having seven different bitumen content varying from 3.5% to 6.5% with a 0.5% increment. Mixtures containing 2%, 4%, 6%, and 8% of HL, RHA, and FA separately as filler were fabricated and compared with the control mix (i.e. mix containing 2% hydrated lime as filler). Further, the Marshall mix design procedure was followed to determine the optimum bitumen content (OBC) of each mix. Experimental results showed that the replacement of conventional filler with RHA and FA improved the Marshall properties and decreased the OBC values of the modified mix when added with 4% filler ratio Further, to analyze parameters that are the most influential in the prediction of Marshall stability and flow, a sensitivity analysis using ANFIS network was carried out considering all the input variables. As per the results obtained, the filler types, percentage filler, and percentage bitumen have the most effect on modeling the Marshall stability and flow. Then by utilizing the selected input parameters, the Marshall stability and flow were modeled with Sugeno type ANFIS. In comparison, it is realized that predicted values are closely relevant to the actual one and the prediction ability of the ANFIS is suitable for getting the said values by avoiding the expensive, time consuming, and repetitive laboratory tests.
机译:使用不同的非竞争废物代替常规填料的实践如今连续延伸,导致难以预测改性沥青混合物的性质。目前的工作旨在探讨使用稻壳灰(RHA)和飞灰(FA)作为替代填料的效果代替常规填料,以常规的填料,如水散稳定性和沥青混合的流动通过自适应神经模糊推理系统(ANFIS)。该研究涉及制备具有七种不同沥青含量的样品,从3.5%增加到6.5%,增量0.5%。制造含有2%,4%,6%和8%HL,RHA和FA的混合物,并与填料分别作为填料,并与对照混合物进行比较(即含有2%水合石灰作为填料的混合物)。此外,遵循马歇尔混合设计程序,以确定每个混合物的最佳沥青内容(OBC)。实验结果表明,用RHA和FA更换常规填料改善了MARSHALL性质,并在进一步添加4%的填充率时降低了改性混合物的OBC值,以分析了在马歇尔稳定性预测中最有影响力的参数流程,考虑所有输入变量,执行使用ANFIS网络的灵敏度分析。根据所得的结果,填料类型,百分比和百分比沥青对模拟马歇尔稳定性和流量的影响最大。然后通过利用所选择的输入参数,Marshall稳定性和流动用Sugeno型ANFIS进行建模。相比之下,认识到,预测值与实际的值密切相关,并且ANFI的预测能力适于通过避免昂贵,耗时和重复的实验室测试来获得所述值。

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