Effects of Supersingle Tire Loadings on Pavements-Reference-Cited by-同舟云学术

Effects of Supersingle Tire Loadings on Pavements

Published:2005-10 Issue:10 Volume:131 Page:732-743
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Kim Daehyeon¹²³,Salgado Rodrigo¹²³,Altschaeffl Adolph G.¹²³

Affiliation:

1. Geotechnical Research Engineer, Research Division, INDOT, West Lafayette, IN 47906 (corresponding author).

2. Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

3. Professor Emeritus, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907-1284.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282005%29131%3A10%28732%29

Reference38 articles.

1. ABAQUS Theory Manual (1997). Hibbitt Karlsson & Sorensen Inc.

2. Akram T. Scullion T. Smith R. E. and Fernando E. G. (1992). “Estimating damage effects of dual versus wide base tires with multidepth deflectometers.” Transportation Research Record 1355 Transportation Research Board Washington D.C. 59–66.

3. American Association of State High Officials (AASHO). (1962) “The AASHO road test.” Rep. No. 7 Washington D.C.

4. Bell C. A. Randhaw S. and Xu Z. K. (1996). “Impact of high-pressures and single-tired axles in Oregon.” Transportation Research Record 1540 Transportation Research Board Washington D.C. 132–141.

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