| 连续配筋混凝土基层沥青路面结构设计 |
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| 引用本文： | 赵亚兰,陈拴发.连续配筋混凝土基层沥青路面结构设计[J].交通科技与经济,2009,11(4):62-64. |
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| 作者姓名： | 赵亚兰 陈拴发 |
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| 作者单位： | 1. 陕西交通职业技术学院,陕西,西安,710018
2. 长安大学公路学院,陕西,西安,710064 |
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| 摘 要： | 根据连续配筋混凝土基层沥青路面的力学分析结果，并结合其主要破坏形式，建立连续配筋混凝土基层沥青路面的设计标准、结构设计方法及设计步骤，提出连续配筋混凝土基层与沥青面层的厚度设计范围。经试验路验证，连续配筋混凝土基层沥青路面结构在重载交通中使用效果较好，基层、面层的厚度范围合理。
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| 关 键 词： | 连续配筋 混凝土基层沥青路面 结构设计 |
The Design Method of Continuously Reinforced Concrete Base Asphalt Pavement |
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| ZHAO Ya-lan,CHEN Shuan-fa.The Design Method of Continuously Reinforced Concrete Base Asphalt Pavement[J].Technology & Economy in Areas of Communications,2009,11(4):62-64. |
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| Authors: | ZHAO Ya-lan CHEN Shuan-fa |
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| Institution: | 1.Shanxi Communication Professienal Technology Institute;Xi'an 710018;China;2.Highway College;Chang'an University;Xi'an 7100164;China |
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| Abstract: | According to stress analysis of continuously reinforced concrete base asphalt surface,combining its main form of damage,the design standard,the structural design method and steps for continuously reinforced concrete base asphalt surface are established,and the range of base and asphalt surface's thickness are deduced. Through the test road ,the structure of continuously reinforced concrete base asphalt surface used in such a heavy-duty transport is better,and the range of base and asphalt surface's thicknes... |
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| Keywords: | continuously reinforced concrete base asphalt surface structure design |
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