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长寿命沥青路面抗疲劳层力学特性分析
引用本文:于永刚,刘文同,张慧丽.长寿命沥青路面抗疲劳层力学特性分析[J].山西建筑,2009,35(19):268-270.
作者姓名:于永刚  刘文同  张慧丽
作者单位:1. 天津市北辰公路处,天津,300400
2. 石家庄铁道学院交通工程分院,河北,石家庄,050043
摘    要:从长寿命路面的概念出发,分析了长寿命路面的各层功能,并利用正交分析方法分析了抗疲劳层的力学特性,经过计算分析,抗疲劳层的厚度和模量对路面弯沉和抗疲劳层层底拉应变影响不大,但是对沥青稳定基层层底拉应变影响很大,从而论证抗疲劳层的设计对于整个路面的力学特性影响很大。

关 键 词:长寿命路面  抗疲劳层  正交分析  力学特性

Mechanical characteristic analysis of anti-figure layer in long-term asphalt pavement
YU Yong-gang,LIU Wen-tong,ZHANG Hui-li.Mechanical characteristic analysis of anti-figure layer in long-term asphalt pavement[J].Shanxi Architecture,2009,35(19):268-270.
Authors:YU Yong-gang  LIU Wen-tong  ZHANG Hui-li
Affiliation:YU Yong-gang LIU Wen-tong ZHANG Hui-li
Abstract:The paper commences on concept of long-term pavement, analyzes all layers' function of long-term pavement, and analyzes the mechanical characteristic of the anti-figure layer based on the orthogonality analysis method, according to the calculation and analysis, results prove that the thickness and the modulus of the anti-figure layer has little influence on pavement deflection and the layer bottom tensile strain of the anti-figure layer, but has large influence on asphalt stabilizing foundation bottom tensile strain, thus proves that the design of the anti-figure layer has large influence on the mechanical characteristics of the whole pavement.
Keywords:long-term pavement  anti-figure layer  orthogonality analysis  mechanical characteristic
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