Sensitivity analysis of longitudinal cracking on asphalt pavement using MEPDG in permafrost region

• Published in: Journal of Traffic and Transportation Engineering (English Edition)
• Main Authors: Chen Zhang, Hainian Wang, Zhanping You, Biao Ma
• Format: Article in Journal/Newspaper
• Language: English
• Published: KeAi Communications Co., Ltd. 2015
• Subjects: Road engineering; Asphalt pavement; Mechanistic-Empirical Pavement Design Guide; Sensitivity analysis; Sensitivity spectrum; Transportation engineering; TA1001-1280; permafrost
• Online Access: https://doi.org/10.1016/j.jtte.2015.01.004; https://doaj.org/article/b03a454c37f74fd7a646427d122c8bb9

Longitudinal cracking is one of the most important distresses of asphalt pavement in permafrost regions. The sensitivity analysis of design parameters for asphalt pavement can be used to study the influence of every parameter on longitudinal cracking, which can help optimizing the design of the pavement structure. In this study, 20 test sections of Qinghai–Tibet Highway were selected to conduct the sensitivity analysis of longitudinal cracking on material parameter based on Mechanistic-Empirical Pavement Design Guide (MEPDG) and single factorial sensitivity analysis method. Some computer aided engineering (CAE) simulation techniques, such as the Latin hypercube sampling (LHS) technique and the multiple regression analysis are used as auxiliary means. Finally, the sensitivity spectrum of material parameter on longitudinal cracking was established. The result shows the multiple regression analysis can be used to determine the remarkable influence factor more efficiently and to process the qualitative analysis when applying the MEPDG software in sensitivity analysis of longitudinal cracking in permafrost regions. The effect weights of the three parameters on longitudinal cracking in descending order are air void, effective binder content and PG grade. The influence of air void on top layer is bigger than that on middle layer and bottom layer. The influence of effective asphalt content on top layer is bigger than that on middle layer and bottom layer, and the influence of bottom layer is slightly bigger than middle layer. The accumulated value of longitudinal cracking on middle layer and bottom layer in the design life would begin to increase when the design temperature of PG grade increased.