Mechanistic-Empirical Design Procedures for Flexible Pavements
| 项目名称： | Mechanistic-Empirical Design Procedures for Flexible Pavements |
| 摘要： | This project will use traditional techniques and novel methods to determine the effectiveness of various fatigue algorithms including binder and mixture-based predictive algorithms, explore dependency of the fatigue endurance limit on different mix variables, and determine if a fundamental or empirical relationship can be established between Illinois Flexibility Index (I-FIT) testing or other test methods and the fatigue endurance limit. The research will allow Illinois Department of Transportation (IDOT) to refine/improve the current flexible pavement design procedures and policies, resulting in significant economic savings and improve the overall condition of the network. |
| 资金： | 350000 |
| 资助组织： | Illinois Department of Transportation |
| 开始时间： | 20210516 |
| 预计完成日期： | 20240515 |
| 主题领域： | Design；Highways；Materials；Pavements |
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