MECHANISTIC INVESTIGATION OF REFLECTION CRACKING OF ASPHALT OVERLAYS
In this paper, a mechanistic approach to the study of reflection cracking is discussed, and the limitations of empirical methods of analysis are briefly reviewed. Based on the concept of mixed-mode fracture, it is shown that, for the analysis of reflection cracking, the concept of a strain-energy-density factor is more applicable since it considers provisions for incorporating the effect of other modes of fracture. Theoretical analysis using a prismatic finite element program has been used to verify the postulated mechanisms. In addition, the results of laboratory experiments on model overlay structures are presented and indicate that the hypothesis of mixed-mode fracture is relevant. /Author/
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- Summary URL:
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309024854
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Design of Composite Pavements and Structural Overlays. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Luther, Michael S
- Majidzadeh, Kamran
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Conference:
- 54th Annual Meeting of the Transportation Research Board
- Location: Washington District of Columbia
- Date: 1975-1-13 to 1975-1-17
- Publication Date: 1976
Media Info
- Media Type: Print
- Features: Figures; References;
- Pagination: pp 111-122
- Monograph Title: Pavement Design, Performance, and Rehabilitation
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Serial:
- Transportation Research Record
- Issue Number: 572
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Asphalt; Density; Empirical methods; Energy; Finite element method; Fracture mechanics; Laboratory studies; Mathematical models; Mechanical strain; Mechanics; Pavement overlays; Reflection cracking; Theory
- Uncontrolled Terms: Fracture; Models
- Old TRIS Terms: Strains
- Subject Areas: Energy; Highways; Pavements;
Filing Info
- Accession Number: 00139566
- Record Type: Publication
- ISBN: 0309024854
- Files: TRIS, TRB
- Created Date: Sep 16 1976 12:00AM