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INFLUENCE OF BASE COURSE ON PERMANENT DEFORMATION OF ASPHALT PAVEMENT BASED ON VISCOELASTIC FINITE ELEMENT ANALYSIS

机译:基于粘弹性有限元分析的基础课程基础课程对沥青路面永久变形的影响

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Permanent deformation is the special disease of asphalt pavement and also is the major considerations during the pavement design. Making clear the mechanism and influencing factors of asphalt pavement permanent deformation is the basis of taking effective measures to reduce the permanent deformation of asphalt pavement. Base course is one of the primary factors affecting the permanent deformation of asphalt pavement. There is not an accurate conclusion whether the mechanism of permanent deformation between semi-rigid asphalt pavement and asphalt treated base asphalt pavement is same or not, therefore, whether the same measures applied for reducing the permanent deformation of semi-rigid asphalt pavement is suitable for asphalt treated asphalt base asphalt pavement is still unknown. For this reason, the typical structure of semi-rigid asphalt pavement and asphalt treated base asphalt pavement are selected in this paper, and the viscoelastic finite element analysis method is used to establish the finite element model of asphalt pavement. According to that, the difference of the permanent deformation between semi-rigid asphalt pavement and asphalt treated asphalt pavement is analyzed in this paper, in order to provide the guidance for the development and application of asphalt treated base asphalt pavement.
机译:永久变形是沥青路面的特殊疾病,也是路面设计中的主要考虑因素。清楚清楚的是沥青路面永久变形的机制和影响因素是采取有效措施降低沥青路面永久变形的基础。基本课程是影响沥青路面永久变形的主要因素之一。无论半刚性沥青路面和沥青处理的基础沥青路面之间的永久变形机制是否相同,因此不准确结束,因此,是否适用于降低半刚性沥青路面的永久变形的相同措施适用于沥青处理的沥青基础沥青路面仍然未知。为此,在本文中选择了半刚性沥青路面和沥青处理的基沥青路面的典型结构,粘弹性有限元分析方法用于建立沥青路面的有限元模型。根据该论文分析了半刚性沥青路面和沥青处理沥青路面之间永久变形的差异,以便为沥青处理的基沥青路面的开发和应用提供指导。

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