Evaluation of trigger temperature for concrete pavement growth based on joint movement data-Reference-Cited by-同舟云学术

Evaluation of trigger temperature for concrete pavement growth based on joint movement data

Published:2021-04 Issue: Volume:278 Page:121790
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Chhay Lyhour,Kim Young Kyu,Lee Seung Woo

Funder

National Research Foundation of Korea

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference32 articles.

1. Bridge Approach Pavements, Integral Bridges, and Cycle-Control Joints;Burke;Transp. Res. Rec,1987

2. C. E. Rogers, A. Bouvy and P. Schiefer, “Allevaiting the Effects of Pavement Growth on Structures,” Michigan Departement of Transportation, MDOT Division of Operations 6333 Old Lansing Rd. Lansing, MI 48917, 2012.

3. Pressure Relief and Other Joint Rehablilitation Techniques;Smith,1987

4. Intergral & Semi-Intergral Bridges;Burke,2009

5. M.J. Hensley, “The study of Pavement BLowups,” Transportation Research Board, 1966.

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3. Prediction of Blow-up Occurrence Time and Location Based on Expansion Joint Characteristics;International Journal of Highway Engineering;2024-04-15

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