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材料导报  2018, Vol. 32 Issue (16): 2750-2756    https://doi.org/10.11896/j.issn.1005-023X.2018.16.009
  无机非金属及其复合材料 |
粘层材料剪切疲劳特性及层间设计方法研究
王选仓1, 孙耀宁1, 王文强2, 赵伦1, 周爱国2
1 长安大学公路学院,西安710061;
2 广东省佛山市路桥建设有限公司,佛山 528000
Study on Shear Fatigue Performance of Tack Coat Materials and Interlayer Design Method
WANG Xuancang1,SUN Yaoning1,WANG Wenqiang2,ZHAO Lun1,ZHOU Aiguo2
1 College of Highway, Chang’an University, Xi’an 710061;
2 Foshan Hightway & Bridge Construction Co., Ltd., Foshan 528000
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摘要 沥青路面的性能及使用年限很大程度上取决于其结构层间粘结状态的好坏。在进行沥青路面设计时,路表弯沉及沥青面层层底拉应力通常被视为重要的设计指标,而沥青路面层间剪切疲劳破坏却被忽视,为沥青路面病害的产生埋下隐患。通过系统的沥青路面层间剪切疲劳试验建立了沥青路面层间剪切疲劳方程及疲劳寿命预估模型,并根据沥青路面的实际工作状态,对该模型进行了修正。提出了基于剪切疲劳破坏的沥青路面层间设计方法,结合工程实例,对沥青路面剪切疲劳破坏进行了验算及寿命预估。结果表明:在以传统的路表弯沉及沥青面层层底拉应力为设计指标时,其层间接触不能满足路面剪切疲劳的要求,因此,建议在沥青路面设计中增加沥青层间剪切疲劳设计指标。
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王选仓
孙耀宁
王文强
赵伦
周爱国
关键词:  沥青路面  粘层  剪切疲劳破坏  层间处治设计    
Abstract: The performance and usable life of an asphalt pavement mainly depend on the interlayer bonding state. To design an asphalt pavement, surface deflection and tensile stress on bottom of the asphalt surface are commonly used as the design criteria in many countries. However, the shear fatigue damage at the interface of asphalt pavement layers is usually neglected which has been buried in the asphalt pavement disease. In this paper, the interlayer shear fatigue test of asphalt pavement is carried out. And the shear fatigue life prediction models of asphalt pavement were established and modified as per the engineering experience and actual working conditions of tack coat materials in the asphalt pavement structure. Based on the material’s shear fatigue failure at the interface of asphalt pavement layers, an interlayer design method for asphalt pavement was proposed. Combined with engineering examples, the asphalt pavement shear fatigue damage was checked and life expectancy. The results show that when the surface deflection and tensile stress on bottom of the asphalt surface are used as the design standards, its contact status at the interface of asphalt pavement layers cannot satisfy the requirements of pavement shear fatigue. Therefore, in the design of asphalt pavement, it is recommended to add the shear fatigue stress at the interface of asphalt pavement layers as the design index.
Key words:  asphalt pavement    tack coat    shear fatigue damage    interlayer treatment
               出版日期:  2018-08-25      发布日期:  2018-09-18
ZTFLH:  U416.217  
基金资助: 广东省交通科技项目(2013-02-005)
作者简介:  王选仓:男,1956年生,博士,教授,博士研究生导师,主要从事路面结构与材料、公路路基工程、道路经济与工程管理等研究 E-mail:syn20159@163.com
引用本文:    
王选仓, 孙耀宁, 王文强, 赵伦, 周爱国. 粘层材料剪切疲劳特性及层间设计方法研究[J]. 材料导报, 2018, 32(16): 2750-2756.
WANG Xuancang,SUN Yaoning,WANG Wenqiang,ZHAO Lun,ZHOU Aiguo. Study on Shear Fatigue Performance of Tack Coat Materials and Interlayer Design Method. Materials Reports, 2018, 32(16): 2750-2756.
链接本文:  
http://www.mater-rep.com/CN/10.11896/j.issn.1005-023X.2018.16.009  或          http://www.mater-rep.com/CN/Y2018/V32/I16/2750
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