Experimental Evaluation of Crack Width Movement of Continuously Reinforced Concrete Pavement under Environmental Load
This study investigates movements of transverse crack width of the continuously reinforced concrete pavement (CRCP) subjected to environmental loads such as changes in temperature. To this end, in-situ experiments were carried out at several highway CRCP sections. The crack width movements were analyzed along the vertical, transverse and longitudinal directions to comprehensively understand the crack width behaviors of CRCP. The effects of design related variables such as steel ratio and base layer type and performance related variables such as crack spacing and crack occurrence time on crack width movements were evaluated. Based on the findings from this comprehensive experimental study concerning crack widths, suggestions were proposed to improve the performance of CRCP.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/09500618
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Supplemental Notes:
- © 2017 Elsevier Ltd. All rights reserved. Abstract reprinted with permission of Elsevier.
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Authors:
- Oh, Han Jin
- Cho, Young Kyo
- Kim, Seong-Min
- Publication Date: 2017-4-15
Language
- English
Media Info
- Media Type: Web
- Features: Figures; Photos; References; Tables;
- Pagination: pp 85-95
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Serial:
- Construction and Building Materials
- Volume: 137
- Issue Number: 0
- Publisher: Elsevier
- ISSN: 0950-0618
- Serial URL: http://www.sciencedirect.com/science/journal/09500618?sdc=1
Subject/Index Terms
- TRT Terms: Continuously reinforced concrete pavements; Cracking of concrete pavements; Environmental phenomena; Field tests; Loads
- Uncontrolled Terms: Crack width
- Subject Areas: Highways; Maintenance and Preservation; Pavements;
Filing Info
- Accession Number: 01684973
- Record Type: Publication
- Files: TRIS
- Created Date: Nov 1 2018 9:29AM