| 沥青碎石复合基层原理及受力分析 |
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| 引用本文： | 李红专.沥青碎石复合基层原理及受力分析[J].交通科技与经济,2012,14(4):32-35. |
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| 作者姓名： | 李红专 |
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| 作者单位： | 大庆油田路桥工程有限责任公司,黑龙江大庆,163453 |
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| 摘 要： | 为确定沥青路面复合基层的合理结构，利用BISAR程序，对复合基层沥青路面进行结构内力响应分析，通过计算顶面压应力、层面剪应力在不同轴载作用下的不同值，论述复合基层路面的结构力学，对工程实践具有指导作用。
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| 关 键 词： | 沥青路面 复合基层 结构内力 |
Bituminous Macadam Composite Grass-Roots Principle and Stress Analysis |
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| LI Hong-zhuan.Bituminous Macadam Composite Grass-Roots Principle and Stress Analysis[J].Technology & Economy in Areas of Communications,2012,14(4):32-35. |
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| Authors: | LI Hong-zhuan |
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| Institution: | LI Hong-zhuan (Daqing Oil Field Road and Bridge Engineering Co. , Ltd. , Daqing 163453, Heilongjiang,China) |
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| Abstract: | In order to determine the reasonable structure of the compound the grassroots of the asphalt pavement BISAR program, composite base asphalt pavement structure internal force response analysis, by calculating the top surface compressive stress, and different values of the level of shear stress in the differ- ent axial loads, and discusses the composite grass-roots pavement structural mechanics, engineering prac- tice guidance. |
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| Keywords: | asphalt pavement composite grass-roots level structural internal force |
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