| 高等级路面沥青混合料防水性能研究 |
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| 引用本文： | 田运涛.高等级路面沥青混合料防水性能研究[J].交通标准化,2010(21):54-56. |
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| 作者姓名： | 田运涛 |
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| 作者单位： | 衡水公路工程总公司,河北衡水053000 |
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| 摘 要： | 利用粘弹性理论和最大温缩应变理论,研究沥青路面应力和温度变化的规律,可为高速公路沥青路面设计提供依据。
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| 关 键 词： | 粘弹性理论 最大温缩应变理论 防水设计 |
High-grade Road Asphalt Waterproofing Research |
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| TIAN Yun-tao.High-grade Road Asphalt Waterproofing Research[J].Communications Standardization,2010(21):54-56. |
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| Authors: | TIAN Yun-tao |
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| Institution: | TIAN Yun-tao(Hengshui Highway Engineering General Company,Hengshui 053000,China) |
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| Abstract: | The application of visco-elasticity theory and the maximum temperature shrinkage strain theory derives asphalt pavement stress and temperature changes law,which can provide a basis for the design of highway asphalt pavement. |
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| Keywords: | visco-elastic theory the maximum temperature shrinkage strain theory waterproof design |
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