详细信息
Permeability detection and distress evolution characteristics of semi-rigid base asphalt pavement by infrared thermal difference method ( EI收录)
文献类型:期刊文献
英文题名:Permeability detection and distress evolution characteristics of semi-rigid base asphalt pavement by infrared thermal difference method
作者:Shi, Jicun[1]; Jia, Shili[2]; Du, Jirui[1]; Li, Zhongyu[3,4]; Han, Hongxing[1]; Wang, Lan[1]; He, Wei[1]
第一作者:Shi, Jicun
机构:[1] School of Civil Engineering and Architecture, Xinxiang University, Xinxiang, China; [2] School of Foreign Languages, Xinxiang University, Xinxiang, China; [3] National Engineering Research Center of Highway Maintenance Equipment, Xinxiang, China; [4] Henan Gaoyuan Highway Maintenance Technology Co. Ltd., Xinxiang, China
第一机构:新乡学院土木工程与建筑学院
通讯机构:[1]School of Civil Engineering and Architecture, Xinxiang University, Xinxiang, China|[1107114]新乡学院土木工程与建筑学院;[11071]新乡学院;
年份:2023
卷号:24
期号:2
外文期刊名:International Journal of Pavement Engineering
收录:EI(收录号:20224513063206);Scopus(收录号:2-s2.0-85141218260)
语种:英文
外文关键词:Asphalt mixtures - Hydraulic conductivity
摘要:Semi-rigid base asphalt pavement (SBAP) has been recognised as an economical and high load-carrying ability pavement and has been practised widely in China. One of its primary deficiencies is water distress. In this study, the permeability detection of SBAP was investigated by infrared thermal difference method (ITDM), in which the permeability and distress evolution characteristics were explored by detecting the temperature difference. The air voids, thermal difference and permeability of asphalt pavement specimens were designed to obtain influence of water volume change on pavement temperature. The field thermal difference tests were performed by special test carriage and pavement distress were measured to obtain permeability responses. The results indicate that during temperature difference increases from 2 (Formula presented.) C to 5.9 (Formula presented.) C, ITDM will reflect the air voids and permeability coefficient of asphalt pavement. The results also show it takes more than 3 days for the water in the saturated specimens with a permeability coefficient greater than 300 mL/min to evaporate, which is unfavourable to the pavement. Furthermore, the field ITDM experimental results are corresponded well with pavement distress. It is concluded that ITDM is an effective approach for asphalt pavement permeability detection. ? 2022 Informa UK Limited, trading as Taylor & Francis Group.
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