Crack Width Measurements in Continuously Reinforced Concrete Pavements-Reference-Cited by-同舟云学术

Crack Width Measurements in Continuously Reinforced Concrete Pavements

Published:2005-09 Issue:9 Volume:131 Page:645-652
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Kohler Erwin R.¹²,Roesler Jeffery R.¹²

Affiliation:

1. PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, B233 Newmark Civil Engineering Laboratory, MC-250, 205 North 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, MC-250, 205 North Mathews Ave., Urbana, IL 61801 (corresponding authors).

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%3A9%28645%29

Reference24 articles.

1. Abdel-Maksoud M. G. (2001). “Relationship between joint performance and geometrical and mechanical properties of concrete joints subject to cyclic shear.” PhD thesis Univ. of Illinois Urbana Ill.

2. Abdel-Maksoud M. G. (2003). “Effect of the material properties of concrete on joint performance.” Proc. 82nd Transportation Research Board Meeting Transportation Research Board Washington D.C.

3. Burke J. E. and Dhamrait J. S. (1968). “A twenty-year report on the Illinois continuously reinforced pavement.” Highway Research Record. 239 National Research Council Washington D.C. 197–211.

4. Colley B. E. and Humphrey H. A. (1967). “Aggregate interlock at joints in concrete pavements.” Highway Research Record. 189 National Research Council Washington D.C. 1–18.

5. Chou C.-P. Cheng H.-J. and Lin S-T. (2004). “Analysis of concrete joint movements and seasonal thermal stresses at the Chiang Kai-Shek International Airport.” Proc. Federal Aviation Administration FAA Worldwide Airport Technology Transfer Conf. Federal Aviation Administration Washington D.C.

Cited by 28 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Characteristics of crack spacing and crack width movement of early-age partially continuous reinforced concrete pavement under environmental loading: A full-scale field investigation;Construction and Building Materials;2024-04

2. Laboratory investigation on early-age shrinkage cracking behavior of partially continuous reinforced concrete pavement;Construction and Building Materials;2023-05

3. Can we obtain the internal information of a surface crack from Rayleigh waves?;NDT & E International;2022-12

4. Evaluation of Design Procedure and Performance of Continuously Reinforced Concrete Pavement According to AASHTO Design Methods;Materials;2022-03-18

5. New innovations in pavement materials and engineering: A review on pavement engineering research 2021;Journal of Traffic and Transportation Engineering (English Edition);2021-12