| 沥青路面水损害的病害特征与机理分析 |
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| 引用本文： | 郑晓光 杨群 吕伟民. 沥青路面水损害的病害特征与机理分析[J]. 中南公路工程, 2006, 31(2): 96-98,123 |
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| 作者姓名： | 郑晓光 杨群 吕伟民 |
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| 作者单位： | 同济大学道路与交通工程教育部重点实验室,上海200092 |
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| 摘 要： | 沥青路面水损害病害类型主要包括松散、坑洞和唧浆等，沥青与石料的粘附性不足和混合料空隙率过大是造成沥青路面水损害的主要原因。试验表明，集料泥土污染对沥青混合料水稳性影响显著，沥青混合料的渗水临界空隙率为7．5％。根据试验结果，对现行规范中的某些规定和技术要求提出一些看法与意见。
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| 关 键 词： | 沥青路面 水损害 粘附性 病害特征 机理 临界空隙率 |
| 文章编号： | 1002-1205（2006）02-0096-03 |
| 收稿时间： | 2004-07-09 |
| 修稿时间： | 2004-07-09 |
Distress Characteristics and Mechanics of Moisture damage in Asphalt Pavement |
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| ZHENG Xiaoguang, YANG Qun, LU Weimin. Distress Characteristics and Mechanics of Moisture damage in Asphalt Pavement[J]. Central South Highway Engineering, 2006, 31(2): 96-98,123 |
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| Authors: | ZHENG Xiaoguang YANG Qun LU Weimin |
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| Affiliation: | Key Laboratory of Road and Traffic Engineering, the Ministry of Education, Tongji, Shanghai 200092, China |
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| Abstract: | Major types of moisture damage in asphalt pavement include raveling, pothole, etc. The dis tress resulted mainly from the absence of adhesion between asphalt and aggregate and oversize air void. Tests show that clay in fine aggregate affected the water stability of asphalt mixture markedly; the permeable critical air void is 7.5 %. On the basis of test results, some opinions and suggestions for current specification are prop osed. |
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| Keywords: | Asphalt Pavement Moisture Damage Adhesion Distress Characteristics Mechanics critical air void |
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