TY - JOUR
T1 - Impact of Wide-Base Tires on Pavements
T2 - A National Study
AU - Al-Qadi, Imad L.
AU - Hernandez, Jaime A.
AU - Gamez, Angeli
AU - Ziyadi, Mojtaba
AU - Gungor, Osman Erman
AU - Kang, Seunggu
N1 - Funding Information:
This project was conducted in cooperation with the Illinois Center for Transportation; the U.S. Department of Transportation, Federal Highway Administration; Rubber Manufacturers Association, and the following state departments of transportation: Illinois, Minnesota, Montana, New York, Ohio, Oklahoma, Texas, and Virginia. The involvement of the University of California at Davis, Ohio University, and the state departments of transportation of Florida, Ohio, and South Dakota is appreciated. The input and feedback by Eric Weaver is greatly appreciated. The contribution of other partners, including John Harvey, Rongzong Wu, James Greene, Bouzid Choubane, Morris De Beer, and Tom Scarpas, Shad Sargan, and Issam Khoury are also acknowledged.
Publisher Copyright:
© National Academy of Sciences: Transportation Research Board 2018.
PY - 2018/12/1
Y1 - 2018/12/1
N2 - This paper summarizes a multi-year effort comparing the new-generation wide-base tires (NG-WBT) and dual-tire assembly from a holistic point of view. The tires were compared considering not only pavement damage but also environmental impact. Numerical modeling, prediction methods, experimental measurements, and life-cycle assessment were combined to provide recommendations about the use of NG-WBT. A finite element (FE) approach considering variables that are usually omitted in the conventional analysis of flexible pavement was used for modeling pavement structures combining layer thickness, material properties, tire load, tire-inflation pressure, and pavement type (interstate and low volume). A prediction tool, ICT-Wide, was developed based on an artificial neural network to obtain critical pavement responses in cases excluded from the FE analysis matrix. Based on the bottom-up fatigue cracking, permanent deformation, and international roughness index, the life-cycle energy consumption, cost, and green-house gas emissions were estimated. To make this research useful for state departments of transportation and practitioners, a modification to AASHTOware is proposed to account for NG-WBT. The revision is based on two adjustment factors, one accounting for the discrepancy between the AASHTOware approach and the FE model of this study, and the other addressing the impact of NG-WBT. Although greater pavement damage may result from NG-WBT, for the analyzed cases, the extra pavement damage may be outweighed by the environmental benefits when NG-WBT market penetration is considered.
AB - This paper summarizes a multi-year effort comparing the new-generation wide-base tires (NG-WBT) and dual-tire assembly from a holistic point of view. The tires were compared considering not only pavement damage but also environmental impact. Numerical modeling, prediction methods, experimental measurements, and life-cycle assessment were combined to provide recommendations about the use of NG-WBT. A finite element (FE) approach considering variables that are usually omitted in the conventional analysis of flexible pavement was used for modeling pavement structures combining layer thickness, material properties, tire load, tire-inflation pressure, and pavement type (interstate and low volume). A prediction tool, ICT-Wide, was developed based on an artificial neural network to obtain critical pavement responses in cases excluded from the FE analysis matrix. Based on the bottom-up fatigue cracking, permanent deformation, and international roughness index, the life-cycle energy consumption, cost, and green-house gas emissions were estimated. To make this research useful for state departments of transportation and practitioners, a modification to AASHTOware is proposed to account for NG-WBT. The revision is based on two adjustment factors, one accounting for the discrepancy between the AASHTOware approach and the FE model of this study, and the other addressing the impact of NG-WBT. Although greater pavement damage may result from NG-WBT, for the analyzed cases, the extra pavement damage may be outweighed by the environmental benefits when NG-WBT market penetration is considered.
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U2 - 10.1177/0361198118757969
DO - 10.1177/0361198118757969
M3 - Article
AN - SCOPUS:85045276645
SN - 0361-1981
VL - 2672
SP - 186
EP - 196
JO - Transportation Research Record
JF - Transportation Research Record
IS - 40
ER -