受移动集中力作用的沥青路面永久变形的精确解
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U416.217

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Precise Solution on Permanent Deformation of Asphalt Pavements under Moving Concentrated Loading
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    摘要:

    推导出一种有别于其他数值解(如有限元法)的预估沥青路面永久变形的理论精确解。运用莫尔-库仑屈服条件和半空间内一点受集中力作用的Mindlin解,确定荷载作用下的沥青路面弹塑性分界面。利用刚塑性假定简化一维Burgers模型,从而简化了沥青路面的永久变形计算,据此假定将一维的沥青混合料Burgers模型推广至三维Burgers模型,类似于三维虎克定律。基于以上假定,计算出沥青路面下凹和隆起的永久变形,得出沥青路面侧向隆起高度约为下凹深度的一半,这一关系已被大量工程观测数据所证实。

    Abstract:

    The theoretical precise solution on predicting permanent deformation of asphalt pavements is proposed,which differs from those numerical solutions such as the finite-element methods,obtained by others.The Mohr-Coulomb criterion and the Mindlin's solution are used to determine the boundary between the elastic and plastic regions.The rigid-plastic assumption simplifies the 1-D Burgers model and thus simplifies the calculation of plastic deformation.Such simplified 1-D Burgers model is extended to 3-D case as the usual treatment like 3-D Hooke's law.Based on the above assumptions,the downward and upward plastic deformations of asphalt pavements have been calculated.The upward plastic deformation is nearly equal to 1/2 of the downward plastic deformation,such result nearly agrees with lot of engineering observation data shown in text book.

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张丽娟 张肖宁 王端宜. 受移动集中力作用的沥青路面永久变形的精确解[J]. 科学技术与工程, 2007, (22): 5848-5854.
ZHANG Li-juan, ZHANG Xiao-ning, WANG Duan-yi. Precise Solution on Permanent Deformation of Asphalt Pavements under Moving Concentrated Loading[J]. Science Technology and Engineering,2007,(22):5848-5854.

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  • 最后修改日期:2007-07-30
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