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Bidirectional heat induced structure of asphalt pavement for reducing pavement temperature

机译:降低路面温度的沥青路面双向热诱导结构

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In order to reduce the solar absorption of pavement and accelerate the downward heat conduction, two bidirectional heat induced structures were designed, one named G-BHIS (only gradient thermal conductivity) and the other named G + R-BHIS (the combination of gradient thermal conductivity and heat reflective layer). Compared with the contrast structure, the heat absorption was reduced by 12.73% for the G-BHIS and 35.02% for the G + R-BHIS, respectively. The heat accumulation within the pavement was reduced by 15.9% for the G-BHIS and 37.6% for the G + R-BHIS, respectively. The coupling effect of the decreased heat absorption and accumulation reduced pavement temperature. The maximum temperature differences, 2.38 degrees C (for the G-BHIS) and 7.76 degrees C (for the G + R-BHIS), both appeared at the depth of 4 cm. Rutting results showed that the maximum rutting depth could be reduced by 41.0% for the G-BHIS and 65.0% for the G + R-BHIS, respectively. The two structures are expected to decrease heat accumulation and reduce pavement temperature, and furthermore, reducing rutting. (C) 2014 Elsevier Ltd. All rights reserved.
机译:为了减少路面对太阳的吸收并促进向下的热传导,设计了两种双向热诱导结构,一种称为G-BHIS(仅梯度导热率),另一种称为G + R-BHIS(梯度热导率组合)。电导率和热反射层)。与对比结构相比,G-BHIS的吸热量分别降低了12.73%,G + R-BHIS的吸热量分别降低了35.02%。对于G-BHIS,路面内的热量积聚减少了15.9%,对于G + R-BHIS,则减少了37.6%。减少的热吸收和积聚的耦合效应降低了路面温度。最大温差为2.38摄氏度(对于G-BHIS)和7.76摄氏度(对于G + R-BHIS),都出现在4厘米深度处。车辙结果显示,G-BHIS的最大车辙深度可分别降低41.0%,G + R-BHIS的最大车辙深度可降低65.0%。预计这两种结构将减少热量积聚并降低路面温度,并进一步减少车辙。 (C)2014 Elsevier Ltd.保留所有权利。

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