Aashtoware Pavement Me Design Download
Suggested Citation:'Chapter Two - Mechanistic-Empirical Pavement Design Guide and AASHTOWare Pavement ME Design Software Overview.' National Academies of Sciences, Engineering, and Medicine. National Academies of Sciences, Engineering, and Medicine. AASHTOWare Pavement ME Design is the next generation of pavement design software. It is built upon the NCHRP mechanistic-empirical pavement design guide and expands and improves the features of the accompanying prototype computational software. Of AASHTOWare Pavement ME Design (version 2.1.24 at the time this research was conducted). Project Objectives • Evaluate the accuracy of nationally calibrated and MEPDG locally calibrated pavement performance prediction models obtained through previous Iowa Calibration of MEPDG Performance Prediction Models. For state-of-the-art pavement design AASHTOWare Pavement ME Design is the next generation of pavement design software, which builds upon the National Cooperative Roadway Engineering Highway Design Manual - Oregon.gov: Home. The Mechanistic-Empirical Pavement Design Guide (MEPDG) was developed under National Cooperative Highway Research Program (NCHRP) Project 1-37A as a novel mechanistic-empirical procedure for the analysis and design of pavements. The MEPDG was subsequently supported by AASHTO’s DARWin-ME and most recently marketed as AASHTOWare Pavement ME Design software as of February 2013. AASHTOWare Pavement ME Design ***AASHTOWare Pavement ME Design v2.5 is now available. [7/2/2018]*** AASHTOWare Pavement ME Design is the next generation of AASHTOWare® pavement design software, which builds upon the mechanistic-empirical pavement design guide, and expands and improves the features in the accompanying prototype computational software.
Aashto Pavement Me Design
Darwin Pavement Design Software Download
ME Pavement Design is the latest generation of pavement design methodologies. It utilizes the theories of mechanics of materials to predict the pavement's response (stresses and strains) to load. The pavement's response is then correlated into damage, which is accumulated over the design life and results in predicted distresses over time. Climatic conditions (temperatures, moisture levels, etc.) are taken into account through the material properties of the constituent pavement layers. Finally, the models used to predict distresses are calibrated using observed distress amounts (the empirical portion of the name).