华南理工大学学报(自然科学版) ›› 2007, Vol. 35 ›› Issue (7): 31-36.

• 化学化工 • 上一篇    下一篇

相同条件下大样本沥青混合料的疲劳性能

吴旷怀 张肖宁   

  1. 华南理工大学 交通学院,广东 广州 510640
  • 收稿日期:2006-09-20 出版日期:2007-07-25 发布日期:2007-07-25
  • 通信作者: 吴旷怀(1969-),男,博士生,广州大学土木工程学院副教授,主要从事道路工程的研究. E-mail:wuku-anghuai@163.com
  • 作者简介:吴旷怀(1969-),男,博士生,广州大学土木工程学院副教授,主要从事道路工程的研究.

Fatigue Properties of Large-Sample Asphalt Mixture Under the Same Conditions

Wu Kuang-hua  Zhang Xiao-ning   

  1. School ofTraffic and Communications , South China Univ. ofTech. , Guangzhou 510460 , Guangdong , China
  • Received:2006-09-20 Online:2007-07-25 Published:2007-07-25
  • Contact: 吴旷怀(1969-),男,博士生,广州大学土木工程学院副教授,主要从事道路工程的研究. E-mail:wuku-anghuai@163.com
  • About author:吴旷怀(1969-),男,博士生,广州大学土木工程学院副教授,主要从事道路工程的研究.

摘要: 采用一个沥青混合料小梁试件大样本,在相同条件下进行了应变拉制疲劳试验研究,分析了沥青混合料试件疲劳寿命、初始模量和累计耗散能的分布规律,探讨了疲劳寿命与初始模量和累计耗散能的关系,以及疲劳寿命、初始模量和累计耗散能与试件空隙率之间的关系.试验结果表明:应变控制疲劳寿命数据的离散性大;沥青混合料的疲劳寿命、累计耗散能和初始模量呈三参数Weibull 分布和对数三参数Weibull 分布,三参数Weibull 分布可以用于分析沥青混合抖的疲劳数据;相同条件下,试件的疲劳寿命与初始模量数据线性和对数线性负相关,与累积耗散能数据呈现非常良好的线性正相关,疲劳寿命对数和累积耗散能对数与空隙率负相关性较好;初始模量与空隙率的相关性不明显.文中的研究结果验证和揭示了沥青混合料的应变控制疲劳破坏规律.

关键词: 沥青混合料, 疲劳, 试验研究, 大样本

Abstract:

Experimental investigation into the strain -controlled fatigue properties of large-sample asphalt mixture under the same conditions was carried out , and the distributions as well as the correlativity of three parameters including the fatigue life , the initial modulus and the cumulative dissipated energy were analyzed. Moreover , the relationships between the air void ratio in asphalt mixture and the three above-mentioned parameters were analyzed. The results indicate that the strain-controlled fatigue life is greatly discrete , that the fatigue life , the cumulative dissipated energy and the initial modulus all follow the simple and the logarithmic three-parameter Weibull distributions , revealing the feasibility of applying the simple three parameter Weibull distribution to the analysis of the fatigue test data , and that , under the same conditions , there are negative and logarithmic negative linear relationships between the fatigue life and the initial modulus , a strong positive linear relationship between the cumulative dissipated
energy and the fatigue life , a negative linear relationship between the air void ratio and the logarithmic cumulative dissipated energy as well as the logarithmic fatigue life , and a weak correlativity between the initial modulus and the air void ratio. All these above-mentioned statements demonstrate the laws of strain-controlled fatigue of asphalt mlxture.

Key words: asphalt mixture, fatigue, experimental investigation, large sample