Determination of Critical Concrete Pavement Fatigue Damage Locations Using Influence Lines-Reference-Cited by-同舟云学术

Determination of Critical Concrete Pavement Fatigue Damage Locations Using Influence Lines

Published:2005-08 Issue:8 Volume:131 Page:599-607
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Hiller Jacob E.¹²,Roesler Jeffery R.¹²

Affiliation:

1. Graduate Research Fellow, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, B233 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 1211 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801.

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%3A8%28599%29

Reference34 articles.

1. Armaghani J. M. Larsen T. J. and Smith L. L. (1987). “Temperature response of concrete pavements.” Transportation Research Record 1121 Transportation Research Board Washington D.C. 23–33.

2. Awad M. E. and Hilsdorf H. K. (1974). “Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads.” Abeles Symp. Fatigue of Concrete ACI Publication SP-41 American Concrete Institute Farmington Hills Mich. 1–13.

3. Banan M.-R. (1995). “Data-based mathematical modeling: Development and application.” PhD thesis Univ. of Illinois Urbana Ill.

4. Beckemeyer C. A. Khazanovich L. and Yu H. T. (2002). “Determining the amount of built-in curling in JPCP:A case study of pennsylvania I-80.” Transportation Research Record 1809 Transportation Research Board Washington D.C. 85–92.

5. Byrum C. R. (2000). “Analysis by high speed profile of jointed concrete pavement slab curvatures.” Transportation Research Record 1730 Transportation Research Board Washington D.C. 1–9.

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