| 层间结合状态对半刚性路面力学响应的影响 |
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| 引用本文： | 陈文锋,杨风英. 层间结合状态对半刚性路面力学响应的影响[J]. 山西建筑, 2008, 34(12): 264-265 |
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| 作者姓名： | 陈文锋 杨风英 |
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| 作者单位： | 1. 东莞市交通工程质量监督站,广东东莞,523125
2. 华南理工大学交通学院,广东广州,510641 |
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| 摘 要： | 针对半刚性基层沥青路面的特点,通过基面层间结合状态的变化,运用BISAR程序分析了其对半刚性路面结构中的应力和弯沉的影响,得出了层间结合状态的恶化会对路面结构造成很大影响的结论,以促进半刚性路面结构力学性能的研究。
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| 关 键 词： | 半刚性基层沥青路面 层间结合 应力 弯沉 |
| 文章编号： | 1009-6825(2008)12-0264-02 |
| 修稿时间： | 2008-01-02 |
Mechanics effects analysis of diverse felt state between base and surface in semi-rigid pavement structure |
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| CHEN Wen-feng,YANG Feng-ying. Mechanics effects analysis of diverse felt state between base and surface in semi-rigid pavement structure[J]. Shanxi Architecture, 2008, 34(12): 264-265 |
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| Authors: | CHEN Wen-feng YANG Feng-ying |
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| Affiliation: | CHEN Wen-feng YANG Feng-ying |
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| Abstract: | Aiming at the characteristic of semi-rigid pavement,in this paper,the pavement stress and deflection changing rules have been calculated and analysed through the BISAR program under the diverse felt state between base and surface in semi-rigid pavement structure,it has result that felt state between base and surface has big impact to pavement structure,so as to improve the research about semi-rigid pavement structure. |
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| Keywords: | semi-rigid pavement felt state between base and surface stress deflection |
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