所属单位：

土木工程学院

发表刊物：

2011 3rd International Conference on Computer Design and Applications

关键字：

中文关键字：剪切滑移；ABAQUS;U形开裂；影响因素；层间状况，英文关键字：slippage failure; ABAQUS; U-shaped cracking; influ

摘要：

The U-shaped cracking of high-grade semi-rigid base asphalt pavement was studied. A finite element program (ABAQUS) was used to conduct a mechanical model to analyze the effects of the interlayer conditions and overloads on U-shaped cracking. The results show that the generation and development of U-shaped cracking is significantly influenced by interlayer conditions and overloads. Furthermore, the asphalt-to-asphalt pavement layer conditions provide for a more remarkable effect on U-shaped cracking than the asphalt–to-base pavement layer conditions. To reduce the development of U-shaped cracking, two aspects work must be reinforced: (1) the interface conditions should be improved to ensure the shear strength between layers of surface course and avoid slippage failure between layers of asphalt pavement, (2) over loading vehicles must be limited.

备注：

刘丽

合写作者：

PeiwenHao,JinzhiXu

第一作者：

刘丽

论文类型：

期刊论文

卷号：

卷：

期号：

期：

页面范围：

页：3162-165

是否译文：

否

发表时间：

2011-05-01