Difference between In Situ Flexible Pavement Measured and Calculated Stresses and Strains-Reference-Cited by-同舟云学术

Difference between In Situ Flexible Pavement Measured and Calculated Stresses and Strains

Published:2006-07 Issue:7 Volume:132 Page:574-579
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Loulizi Amara¹²³,Al-Qadi Imad L.¹²³,Elseifi Mostafa¹²³

Affiliation:

1. Research Scientist, Virginia Tech Transportation Institute, 3500 Transportation Research Plaza, Blacksburg, VA 24061-0536 (corresponding author).

2. Founder’s Professor of Engineering, Dept. of Civil Engineering and Environmental Engineering, 205 N. Mathews Ave., Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

3. Assistant Professor, Dept. of Civil Engineering and Construction, 1501 West Bradley Ave., Peoria, IL 61625.

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%3A7%28574%29

Reference19 articles.

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2. The Virginia Smart Road: The impact of pavement instrumentation on understanding pavement performance;Al-Qadi I. L.;J. Assoc. Asphalt Pavement Technol.,2004

3. ASTM. (1998). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” ASTM D 4123 Vol. 4.03 ASTM Philadelphia.

4. Appea K. A. (2003). “Validation of FWD testing results at the Virginia Smart Road: Theoretically and by instrument responses.” Ph.D. dissertation Virginia Polytechnic and State Univ. Blacksburg Va.

5. Baker H. B. Buth M. R. and Van Deusen D. A. (1994). “Minnesota road research project: Load response instrumentation installation and testing procedures.” Final Rep. MN/PR-94/01 Minnesota Dept. of Transportation Minneapolis.

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