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首页> 外文期刊>Journal of Cleaner Production >Evaluation of energy requirement and greenhouse gas emission of concrete heavy-duty pavements incorporating high volume of industrial by-products
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Evaluation of energy requirement and greenhouse gas emission of concrete heavy-duty pavements incorporating high volume of industrial by-products

机译:结合大量工业副产品的重型混凝土路面的能源需求和温室气体排放评估

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(BFS) and fly ash (FA), on the structural performance, energy requirement and environment impacts of a concrete heavy-duty pavement (HDP) at various curing temperatures. The results of the structural performance indicate that HDP containing up to 70% BFS and HDP containing 30% FA can be comparable in controlling the HDPs designed for highways and airports. Moreover, the results of the environmental impact assessment indicate that the synergy of the by-product and warm water can reduce the energy requirement and CO2 footprint by 5.77%-56.54% and 8.16%-55.5% for the highway and airport HDPs, respectively. Although the elevated curing temperature improves the structural performance and sustainability of the concrete pavements, any delay in concrete production increases energy consumption accordingly. Moreover, a new parameter (del(TE)), which is the time gradient per unit energy consumption developed based on the Laplace transformation, is proposed to characterize the effect of the time delay in concrete production. This parameter indicates that the time required for a unit energy consumption (1 TJ) decreases by 50%, as the curing temperature increases. In conclusion, analysis of the structural design, carbon footprint, and the results of del(TE) indicate that 35 degrees C can be proposed as the optimum water curing temperature for the HDP incorporating by-products. (C) 2017 Elsevier Ltd. All rights
机译:(BFS)和粉煤灰(FA),以了解不同固化温度下混凝土重型路面(HDP)的结构性能,能耗和环境影响。结构性能的结果表明,含有高达70%BFS的HDP和含有30%FA的HDP在控制为高速公路和机场设计的HDP方面可以媲美。此外,环境影响评估的结果表明,副产品和热水的协同作用可以分别使公路和机场HDP的能源需求和CO2足迹减少5.77%-56.54%和8.16%-55.5%。尽管升高的固化温度改善了混凝土路面的结构性能和可持续性,但是混凝土生产中的任何延迟都会相应地增加能耗。此外,提出了一个新的参数(del(TE)),它是基于拉普拉斯变换开发的每单位能耗的时间梯度,以表征时间延迟对混凝土生产的影响。此参数表明,随着固化温度的升高,单位能耗(1 TJ)所需的时间减少50%。总之,对结构设计,碳足迹和del(TE)结果的分析表明,对于掺入副产物的HDP,建议将35摄氏度作为最佳水固化温度。 (C)2017 Elsevier Ltd.版权所有

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