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首页> 外文期刊>Journal of Environment and Ecology >The Effects of Classifying CRM Sources on the Asphalt Cement Modification for Paving Roads
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The Effects of Classifying CRM Sources on the Asphalt Cement Modification for Paving Roads

机译:CRM来源分类对铺装道路沥青水泥改性的影响

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The improvement of Basrah asphalt cement that used in hot mix pavement can be achieved by using four influencing variables, which are the value of temperature needed for mixing, time of mixing, the amount of wasted car tire rubber (WCR) and the amount of wasted truck tire rubber (WTR). The main virtue of this study is to know the affecting of classifying the CRM sources, and how that will enhance the properties of tire rubber modified asphalt binder. The improvement is estimated through using the ranges (150-180 oC) of temperature, (20-60) minute of mixing time, (10-20) gm of WCR and (0-4) gm of WTR.
The using of two different types of waste tires had shown clearly the affecting on the results of responses studied. The effect of independent variables was studied by using Box-Wilson technique of experimental design. Moreover, the regression coefficients for responses models equation and the optimum conditions were estimated by using STATISTICA software.
The results had shown that the optimum values of the independent variables to submit the best responses of penetration test and softening point test was at temperature (180oC), mixing time (60 minute), WCR (20 gm), and WTR (4gm) and then found new mathematical models to estimate these responses at any values of independent variables. The Marshall stability result of the modified asphalt mixes was higher than of the unmodified asphalt mixes.
机译:可以通过使用四个影响变量来改进用于热拌路面的巴士拉沥青水泥,这四个变量是混合所需的温度值,混合时间,浪费的车胎橡胶(WCR)的数量和浪费的数量卡车轮胎橡胶(WTR)。这项研究的主要优点是要知道对CRM来源进行分类的影响,以及如何提高轮胎橡胶改性沥青粘合剂的性能。通过使用温度范围(150-180 oC),混合时间(20-60)分钟,WCR(10-20)g和WTR(0-4)g来估计改善。
两种不同类型的废轮胎的使用清楚地表明了其对研究结果的影响。利用Box-Wilson实验设计技术研究了自变量的影响。此外,使用STATISTICA软件估算了响应模型方程的回归系数和最佳条件。
结果表明,独立变量的最优值满足渗透测试和软化点测试的最佳响应。温度(180oC),混合时间(60分钟),WCR(20 gm)和WTR(4gm),然后找到新的数学模型来估计在任何独立变量值下的响应。改性沥青混合料的马歇尔稳定性结果高于未改性沥青混合料的马歇尔稳定性结果。

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