Closed-Form Solution for Curling Responses in Rigid Pavements-Reference-Cited by-同舟云学术

Closed-Form Solution for Curling Responses in Rigid Pavements

Published:2019-02 Issue:2 Volume:145 Page:04018133
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Hernandez Jaime¹^ORCID,Al-Qadi Imad L.²

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801 (corresponding author). ORCID: .

2. Bliss Professor of Engineering, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 N. Mathews Ave., Urbana, IL 61801.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001563

Reference17 articles.

1. Effects of Temperature and Moisture Gradients on Slab Deformation for Jointed Plain Concrete Pavements

2. Determining Amount of Built-in Curling in Jointed Plain Concrete Pavement: Case Study of Pennsylvania 1-80

3. Effect of Dowel Looseness on Response of Jointed Concrete Pavements

4. FHWA (Federal Highway Administration). 1990. “Technical advisory T 5040.30 concrete pavement joints.” Accessed May 7 2017. https://www.fhwa.dot.gov/pavement/t504030.cfm.

5. Component Dowel-Bar Model for Load-Transfer Systems in PCC Pavements

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1. Effect of joint rotation on curling responses in airfield rigid pavements;International Journal of Pavement Engineering;2020-09-30

2. The role of temperature differential and subgrade quality on stress, curling, and deflection behavior of rigid pavement;Journal of the Mechanical Behavior of Materials;2020-01-01