| 沥青路面的抗滑机理及抗滑性能评价模型分析 |
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| 引用本文： | 陈业.沥青路面的抗滑机理及抗滑性能评价模型分析[J].山西建筑,2009,35(5). |
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| 作者姓名： | 陈业 |
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| 作者单位： | 重庆九龙园高新产业有限公司,重庆,400051 |
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| 摘 要： | 从路面的摩擦系数和构造深度两方面分析了路面的抗滑机理,并以行车速度为参数分析了路面抗滑性能评价模型,研究表明,路面的摩擦系数和构造深度与路面表层的宏观构造及路面材料的微观构造有关.
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| 关 键 词： | 沥青路面 抗滑性能 摩擦系数 构造深度 评价模型 |
On the cling mechanism of the asphalt pavement and the analysis of the cling property evaluation model |
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| CHEN Ye.On the cling mechanism of the asphalt pavement and the analysis of the cling property evaluation model[J].Shanxi Architecture,2009,35(5). |
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| Authors: | CHEN Ye |
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| Abstract: | The article analysis the cling property of pavement from friction coefficient and texture depth,and use travelling crane speed as a parameter to analysis the evaluation model of pavement cling property,research results,pavement's friction coefficient and textre depth have to do with megatectonics of pavement surface and microstructure of pavement material. |
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| Keywords: | asphalt pavement cling property friction coeffici texture depth evaluation model |
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