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柔性路面三层体系的弹塑性分析
Elasto-Plastic Analysis on Three Layers of Flexible Pavement
【摘要】 根据依留申小弹塑性变形理论,研究了结构形式为沥青面层、半刚性基层和土基的三层柔性路面体系。路面各层材料应力应变关系符合幂硬化规律且层间光滑接触。载荷图式为双圆或四圆垂直均布荷载。文中给出了柔性路面的应力及位移解析表达式,并给出了具体算例。
【Abstract】 Based on Iiyushin’s small elasto-plastic deformation theory, studies and analyes the flexible pavement, the structure which consists of asphalt surface layer, half-stilfbasis layer and soil basis. The stress-strain relations of the materials used in the three layers are assumed as a power function and the contacts between layers are smooth. The loadmodels are double circulars or four circulars vertical well-distributed load. The analysticformulas of stresses and displacements of the flexible pavement are given. Finally a computing example is presented.
【关键词】 柔性路面;
层状体系;
弹塑性分析;
【Key words】 flexible pavement; three-layer system; elasto-plastic analysis;
【Key words】 flexible pavement; three-layer system; elasto-plastic analysis;
- 【文献出处】 西安公路交通大学学报 ,JOURNAL OF XI’AN HIGHWAY UNIERSITY , 编辑部邮箱 ,1995年03期
- 【分类号】U416.221
- 【被引频次】4
- 【下载频次】108