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Incorporation of Reliability into the Minnesota Mechanistic-Empirical Pavement Design Method
This report documents the research that incorporated reliability analysis into the existing mechanistic-empirical (M-E) flexible pavement design method for Minnesota. In fact, this report is an extension of a previous report entitled, 'Mechanistic-Empirical Flexible Pavement Thickness Design, The Minnesota Method'. M-E methods are gaining more acceptance and greater use both nationally and inernationally since they are more robust than traditional empirically-based design methods. For example, M-E methods can adapt to new design conditions (e.g., heavier loads, new pavement materials) by relying primarily upon mechanistic pavement modeling. Empirically-based procedures, however, are limited to the original test conditions encountered during procedure development.
Incorporation of Reliability into the Minnesota Mechanistic-Empirical Pavement Design Method
This report documents the research that incorporated reliability analysis into the existing mechanistic-empirical (M-E) flexible pavement design method for Minnesota. In fact, this report is an extension of a previous report entitled, 'Mechanistic-Empirical Flexible Pavement Thickness Design, The Minnesota Method'. M-E methods are gaining more acceptance and greater use both nationally and inernationally since they are more robust than traditional empirically-based design methods. For example, M-E methods can adapt to new design conditions (e.g., heavier loads, new pavement materials) by relying primarily upon mechanistic pavement modeling. Empirically-based procedures, however, are limited to the original test conditions encountered during procedure development.
Incorporation of Reliability into the Minnesota Mechanistic-Empirical Pavement Design Method
D. H. Timm (author) / D. E. Newcomb (author) / B. Birgisson (author) / T. V. Galambos (author)
1999
134 pages
Report
No indication
English
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