| 沥青路面弯沉修正系数研究 |
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| 引用本文： | 胡春华,孙立军.沥青路面弯沉修正系数研究[J].公路交通科技,2005,22(9):66-69. |
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| 作者姓名： | 胡春华 孙立军 |
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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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| 基金项目： | 国家杰出青年科学基金资助项目(50325825)
交通部西部交通科技资助项目。 |
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| 摘 要： | 现行沥青路面设计规范中,综合弯沉修正系数F缺乏对路面结构层数的考虑,且考虑的基层类型以半刚性基层为主。针对这种情况,本文用现场试验路段的测试数据,经回归,分析提出了新的F计算式,该式能适应新的基层结构形式及不同结构层数的路面。
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| 关 键 词： | 沥青路面 足尺试验 现场试验 弯沉修正系数 |
| 文章编号： | 1002-0268(2005)09-0066-04 |
| 收稿时间： | 2004-07-29 |
| 修稿时间： | 2004年7月29日 |
Study on Correction Coefficient of Asphalt Pavement Deflection |
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| HU Chun-hua,SUN Li-jun.Study on Correction Coefficient of Asphalt Pavement Deflection[J].Journal of Highway and Transportation Research and Development,2005,22(9):66-69. |
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| Authors: | HU Chun-hua SUN Li-jun |
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| Institution: | Key Lab. of Road and Tragic Engineering, Ministry of Education at Tongji University , Shanghai 200092, China |
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| Abstract: | As the presence of difference between the deflection measured and calculated according to the elastic layer theory, synthetic modified deflection coefficient F is put forward. In the present design specification of asphalt pavement, the number of structure layer is not taken into account in the present F. Moreover the flexible base course is seldom used. A new regression formula of F is suggested according to the full-scale tests in the field. |
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| Keywords: | Asphalt pavement Full scale tests Field test Correction coefficient of deflection |
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