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复杂荷载下沥青混合料剪切疲劳性能
引用本文:袁峻,孙立军.复杂荷载下沥青混合料剪切疲劳性能[J].长沙交通学院学报,2008,24(4):32-37.
作者姓名:袁峻  孙立军
作者单位:1. 扬州大学,建筑科学与工程学院,江苏,扬州225009
2. 同济大学,道路与交通工程教育部重点实验室,上海200092
基金项目:国家杰出青年科学基金资助项目  
摘    要:采用室内实验模拟不同荷载谱作用下沥青混合料的抗剪切疲劳特性.使用强度退化模型预估随机荷载谱下的沥青混合料剪切疲劳寿命,其结果与实验结果相近.验证了这一模型可为路面使用性能的预测及优化养护决策提供参考.

关 键 词:随机荷载  剪切疲劳寿命  强度退化

Shear fatigue performance of asphalt mixture under complex loading
YUAN Jun,SUN Li-jun.Shear fatigue performance of asphalt mixture under complex loading[J].Journal of Changsha Communications University,2008,24(4):32-37.
Authors:YUAN Jun  SUN Li-jun
Institution:YUAN Jun1,SUN Li-jun2(1.College of Science Technology , Engineering,Yangzhou University,Yangzhou 225009,China,2.Key Laboratory of Road , Traffic Engineering of the Ministry of Education,Tongji University,Shanghai 200092,China)
Abstract:Experiments were adopted to simulate shear fatigue performance of asphalt mixture under different loading spectrum.Strength degradation model is applied for predicting shear fatigue life of asphalt mixture under random loading spectrum.The result shows the model is reasonable and practicable.So the research can provide a basic reference for pavement performance prediction and optimization of maintenance decision.
Keywords:random load  shear fatigue life  strength degradation  
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