原文传递
Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana. Volume 1. Executive Research Summary.
| 题名： | Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana. Volume 1. Executive Research Summary. |
| 作者： | von quintus, h. l. moulthrop, j. s. |
| 关键词： | pavement design, mechanistic-empirical, distress prediction models, transfer functions, designing guide (vol |
| 摘要： | The objective of this research study was to develop performance characteristics or variables (e.g., ride quality, rutting, fatigue cracking, transverse cracking) of flexible pavements in Montana, and to use these characteristics in the implementation of the distress prediction models or transfer functions included in the Mechanistic-Empirical Pavement Design Guide (MEPDG) software that was developed under NCHRP Project 1-37A. Reliable distress prediction models will enable the Montana Department of Transportation (MDT) to use Mechanistic-Empirical (ME) based principles for flexible pavement design and in managing their highway network. The work conducted within this study included using the MEPDG software to develop local calibration factors in the use of that software for Montana climate, structures, and materials for flexible pavements. The report is comprised of three volumes: Volume I Executive Research Summary; Volume II Reference Manual (which includes Selection of Distress Prediction Models, Traffic Characterization and Analyses, and Database for Calibration of ME Distress Prediction Models); and Volume III Field Guide Calibration and Users Guide for the Mechanistic-Empirical Pavement Design Guide. / NOTE: Final rept. 2001-07. / Supplementary Notes: See also Volume 2, PB2008-101777 and Volume 3, PB2008-101778. Sponsored by Federal Highway Administration, Helena, MT. Montana Div. and Montana Dept. of Transportation, Helena. / Availability Note: Order this product from NTIS by: phone at 1-800-553-NTIS (U.S. customers); (703)605-6000 (other countries); fax at (703)605-6900; and email at orders@ntis.gov. NTIS is located at 5285 Port Royal Road, Springfield, VA, 22161, USA. |
| 总页数： | u0802；132p |
| 报告类型： | 科技报告 |
相关文献
- Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana. Volume 2. Reference Manual.
- Mechanistic-Empirical Pavement Design Guide Flexible Pavement Performance Prediction Models for Montana. Volume 3. Field Guide.
- Calibration and Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide in Arizona
- Calibration and Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide in Arizona.
- Implementation Plan for the New Mechanistic-Empirical Pavement Design Guide.
- Development of a Simplified Flexible Pavement Design Protocol for New York State Department of Transportation Based on the AASHTO Mechanistic-Empirical Pavement Design Guide
检索历史
应用推荐
