Adding an extra tire to the standard axle to reduce pavement damage due to overload

The present work grants a study of technical development under a differentiated aspect where an extra tire was added to the standard double axle recommended by the Brazilian traffic calculation norms. The number N generated a triple axle, and a comparative study was made relating the balance load standardized in Brazilian balance laws for each type of axis and the damage generated on the pavement, measuring the results on a pavement chosen as a model, usually used on Brazilian highways. We verified through computer software, which uses the methodology of the theory of finite elements, supervised by the inspection bodies of the National Department of Transport infrastructure, proving if a larger amount of cargo generates the same damage to the pavement without jeopardizing its useful life, which was initially designed to last ten years.

[1]  Roberto Tatsuya Saito Metodologia da pesquisa científica , 2012 .

[2]  W O Hadley,et al.  PACIFIC RIM TRANSTECH CONFERENCE PROCEEDINGS. VOLUME II. CHANGES TO THE AASHTO GUIDE FOR DESIGN OF PAVEMENT STRUCTURES , 1993 .

[3]  R. Christopher Williams,et al.  Nondestructive quality assessment of asphalt pavements based on dynamic modulus , 2016 .

[4]  Manuel J. C. Minhoto,et al.  Impact of Traffic Overload on Road Pavement Performance , 2013 .

[5]  Dawei Wang,et al.  Application of Semi-analytical Finite Element Method Coupled with Infinite Element for Analysis of Asphalt Pavement Structural Response , 2015 .

[6]  Rashid K. Abu Al-Rub,et al.  Effect of the Realistic Tire Contact Pressure on the Rutting Performance of Asphaltic Concrete Pavements , 2018 .

[7]  Mashrur Chowdhury,et al.  Estimation of Pavement and Bridge Damage Costs Caused by Overweight Trucks , 2014 .

[8]  Kamil E Kaloush,et al.  The pavements cost due to traffic overloads , 2019 .

[9]  S. Emerson,et al.  AASHTO (American Association of State Highway and Transportation Officials). 2001. A Policy on Geometric Design of Highways and Streets. Fourth Edition. Washington, D.C. , 2007 .

[10]  Metcalf,et al.  DESIGN CURVES FOR FLEXIBLE PAVEMENTS BASED ON LAYERED SYSTEM THEORY , 1965 .

[11]  Bryan E. Little,et al.  American Association of State Highway and Transportation Officials. Highway Drainage Guidelines American Association of State Highway and Transportation Officials. LRFD Bridge Design Specifications , 2000 .

[12]  Zilong Wang,et al.  Impact of Overweight Traffic on Pavement Life Using Weigh-In-Motion Data and Mechanistic-Empirical Pavement Analysis , 2015 .