| 采用实测弯沉指导路面结构的设计 |
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| 引用本文： | 陈娟,张晴,徐飞龙.采用实测弯沉指导路面结构的设计[J].城市道桥与防洪,2006(2):21-23. |
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| 作者姓名： | 陈娟 张晴 徐飞龙 |
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| 作者单位： | 苏州市交通设计研究院有限责任公司,江苏,苏州,215008 |
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| 摘 要： | 根据对太仓市沪-浮-璜公路路基路面整层材料的大量实测弯沉的统计与分析,推算出路床顶当量回弹模量及整层材料回弹模量,从而指导设计并鉴定设计弯沉是否合理,通过对实测弯沉的分析使设计弯沉更加合理。
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| 关 键 词： | 路面设计 弯沉 回弹模量 当量回弹模量 |
| 文章编号： | 1009-7716（2006）02-0021-03 |
| 收稿时间： | 2005-10-31 |
| 修稿时间： | 2005年10月31 |
Design of Guiding Pavement Structure by Actually Measured Deflection |
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| Chen Juan,Zhang Qing,Xu Feilong.Design of Guiding Pavement Structure by Actually Measured Deflection[J].Urban Roads Bridges & Flood Control,2006(2):21-23. |
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| Authors: | Chen Juan Zhang Qing Xu Feilong |
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| Abstract: | According to the statistics and analysis of a lot of actually measured deflection of the whole layer of materials of Hu-Fu-Huang Highway subgrade and pavement in Taicang City the paper calculates the equivalent rebound modulus of road bed top and the rebound modulus of the whole layer of materials so as to guide the design and appraise whether the designed deflection is reasonable or not.Through analyzing the actually measured deflection the designed deflection will be more reasonable. |
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| Keywords: | pavement design deflection rebound modulus equivalent rebound modulus |
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