Mechanistic comparison of wide-base single versus standard dual

Transportation Research Record

Volumn , Issue 1949, 2006, Pages 155-163

  Priest, Angela L ^a   Timm, David H ^a  

^a AUBURN UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ELASTIC MODULI; FREIGHT TRANSPORTATION; PAVEMENT OVERLAYS; REACTION INJECTION MOLDING; STRAIN GAGES; TRUCKS;

EARTH PRESSURE CELLS; FREIGHT HAULERS; TIRE-PAVEMENT CONTACT AREA;

TIRES;

EID: 33751397133     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1949-14     Document Type: Conference Paper

References (11)

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2. Kilcarr, S. Single Life May Be Best for Linehaul Tires. FleetOwner (online). March 16, 2001, http://fleetowner.com/news/fleet_single_life_ may/. Accessed February 9, 2005.
3. Wide-Base Wheel Fills Low-Profile Needs. Modern Bulk Transporter (online). March 1, 2002. http://bulktransporter.com/mag/transportation_ widebase_wheel_fills/index.html. Accessed February 9, 2005.
4. Bonaquist, R. An Assessment of the Increased Damage Potential of Wide Based Single Tires. Proc., 7th International Conference on Asphalt Pavements, 1992, Vol. 4, pp. 1-16.
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9. Chadbourn, B. A., D. E. Newcomb, and D. H. Timm. Measured and Theoretical Comparisons of Traffic Loads and Pavement Response Distributions. Proc., Eighth International Conference on Asphalt Pavements, Seattle, Wash., 1997, pp. 229-238.
10. Timm, D. H., and D. E. Newcomb. Calibration of Flexible Pavement Performance Equations for Minnesota Road Research Project. In Transportation Research Record: Journal of the Transportation Research Board, No. 1853, Transportation Research Board of the National Academies, Washington, D.C., 2003, pp. 134-142.
11. ARA, Inc., Eres Consultants Division. Guide for Mechanistic-Empirical Pavement Design of New and Rehabilitated Pavement Structures. Final Report, NCHRP 1-37 A. Transportation Research Board of the National Academies, Washington, D.C., 2004.