Analysis of Flexible Pavement Response and Performance Using Isotropic and Anisotropic Material Properties-Reference-Cited by-同舟云学术

Analysis of Flexible Pavement Response and Performance Using Isotropic and Anisotropic Material Properties

Published:2006-04 Issue:4 Volume:132 Page:342-349
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Masad Sanaa¹²³,Little Dallas¹²³,Masad Eyad¹²³

Affiliation:

1. Graduate Research Assistant, Texas A&M Univ., CE/TTI Building, Suite 603, College Station, TX 77843-3135.

2. E.B. Snead Chair Professor, Texas A&M Univ., Dept. of Civil Engineering, CE/TTI Building, Suite 603E, College Station, TX 77843-3135 (corresponding author).

3. Associate Professor, Texas A&M Univ., CE/TTI Building, Suite 508, College Station, TX 77843-3135.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%282006%29132%3A4%28342%29

Reference20 articles.

1. American Association of State Highway Officials (AASHO). (1962a). “The AASHO road test.” Rep. 5 Pavement Research Special Report 61E Highway Research Board Washington D.C.

2. American Association of State Highway Officials (AASHO). (1962b). “The AASHO road test.” Rep. 7 Summary Rep. Special Report 61G Highway Research Board Washington D.C.

3. Adu-Osei A. (2000). “Characterization of unbound granular layers in flexible pavements.” Ph.D. dissertation Dept. of Civil Engineering Texas A&M Univ. College Station Tex.

4. Adu-Osei A. Little D. N. and Lytton R. L. (2001). “Cross-anisotropic characterization of unbound granular materials.” Transportation Research Record 1757 Transportation Research Board Washington D.C. 82–91.

5. ERES. (2002). “The 2002 design guide design of new and rehabilitated pavement structures.” Draft Final Rep. National Cooperative Highway Research Program Washington D.C.

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