| 沥青碎石联结层的设计参数分析 |
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| 引用本文： | 马贵君,张敬学.沥青碎石联结层的设计参数分析[J].交通科技与经济,2011,13(3):32-35. |
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| 作者姓名： | 马贵君 张敬学 |
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| 作者单位： | 1. 哈同高等级公路管理处,黑龙江哈尔滨,150049
2. 佳木斯博通道桥工程有限公司,黑龙江佳木斯,154001 |
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| 摘 要： | 为确定沥青路面柔性基层与半刚性基层的复合基层合理结构,利用BISAR程序,通过变化面层厚度、柔性基层与半刚性基层厚度,对复合基层沥青路面进行结构内力响应分析,并建议设计参数。同时,对重载作用下复合基层路面结构力学响应进行分析,计算不同轴载作用下,路面各层底应力、各结构层的顶面压应力及层面剪应力,并对其分布规律进行探讨。
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| 关 键 词： | 沥青路面 复合基层 结构内力 |
Design Variable Analysis of Link Layer of Asphalt Macadam |
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| MA Gui-jun,ZHANG Jing-xue.Design Variable Analysis of Link Layer of Asphalt Macadam[J].Technology & Economy in Areas of Communications,2011,13(3):32-35. |
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| Authors: | MA Gui-jun ZHANG Jing-xue |
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| Affiliation: | MA Gui-jun1,ZHANG Jing-xue2(1.Hatong High Level Highway Administrative Office Harbin 150049,China,2.Jiamusu Botong Channel Bridge Project Limited Company,Jiamusu 154001 Heilongjiang,China) |
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| Abstract: | In order to determine that the bituminous pavement flexible base and the semi-rigid basic unit's compound basic unit reasonable structure,it uses the BISAR procedure,through the change surface layer thickness,the flexible base and semi-rigid basic unit thickness,has carried on the structure endogenic force response analysis to the compound basic unit bituminous pavement,and suggested the design variable.Meanwhile the compound basic unit pavement structure mechanics response has carried on the analysis to th... |
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| Keywords: | bituminous pavement compound basic unit structure endogenic force |
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