| 军用机场沥青混凝土道面交通量换算 |
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| 引用本文： | 翁兴中,孙建斌.军用机场沥青混凝土道面交通量换算[J].公路,2003(6):82-86. |
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| 作者姓名： | 翁兴中 孙建斌 |
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| 作者单位： | 1. 空军工程大学工程学院,西安市,710038
2. 南空机营处 |
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| 摘 要： | 将飞机的主起落架的形式分为单轮、双轮和双轴双轮，双轴双轮按轮径比分为3种类型；建立以飞机作用下道面结构层最不利位置的应力疲劳等效和道面结构厚度一致的交通量换算原则，推导出了不同起落架之间交通量的换算公式；经设计验证，其交通量换算公式是正确的。
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| 关 键 词： | 军用机场 沥青混凝土道面 交通量 起落架 道面结构 换算公式 应力疲劳等效 |
| 文章编号： | 0451-0712(2003)06-0082-04 |
Conversion of Traffic Volumes on Asphalt Concrete Pavement for Military Airport |
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| WENG Xing zhong ,SUN Jian bin.Conversion of Traffic Volumes on Asphalt Concrete Pavement for Military Airport[J].Highway,2003(6):82-86. |
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| Authors: | WENG Xing zhong SUN Jian bin |
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| Institution: | WENG Xing zhong 1,SUN Jian bin 2 |
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| Abstract: | The main landing gear of airplane is divided into single wheel,double wheel and double axle and wheel which is divided into three types by the ratio of wheel tread to radius.On the basis of the stress fatigue equivalent and pavement thickness equal, the calculating formula is put forward.It is correct that the formalu is used to design asphalt concrete pavement for military airport. |
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| Keywords: | landing gear traffic volume pavement |
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