MAXIMUM ENTROPY SPECTRAL ANALYSIS OF TRANSVERSE CRACK SPACING IN CONTINUOUSLY REINFORCED CONCRETE PAVEMENTS
The characteristics of cracks of continuously reinforced concrete pavements (CRCP) are generally evaluated by analyzing the distribution of transverse crack spacing in the pavement. Statistical analysis of data produces the mean and the standard deviation of crack spacing. However, these parameters are not always sufficient for characterizing the crack spacing of CRCP. Therefore, this paper proposes an alternate method for analyzing the transvere crack spacing data. This method, maximum entropy spectral analysis (MESA), analyzes the data in the frequency domain rather than in the space domain. In this paper, the uniformity and variability of crack spacing are also defined. By using MESA, the uniformity and variability of crack spacing can be observed in the frequency domain. The results of analyses using MESA indicate that this method can intuitively distinguish the characteristics of transverse crack spacing distribution in CRCP containing different types of coarse aggregates. The limitations of space domain analysis can be made up by MESA.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309048222
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1227, Rigid and Flexible Pavement Design and Analysis: Unbound Granular Materials, Tire Pressures, Backcalculation, and Design Methods. 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:
- Lu, Jian
- McCullough, B Frank
- Saraf, C L
- Publication Date: 1989
Media Info
- Features: Appendices; Figures; References; Tables;
- Pagination: p. 219-224
- Monograph Title: Rigid and flexible pavement design and analysis: unbound granular materials, tire pressures, backcalculation, and design methods
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Serial:
- Transportation Research Record
- Issue Number: 1227
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Continuously reinforced concrete pavements; Cracking; Entropy (Statistical mechanics); Frequency domain analysis; Measurement; Spacing; Spectrum analysis; Standardization; Transverse cracking; Variables
- Uncontrolled Terms: Crack spacing
- Subject Areas: Highways; Pavements; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00495081
- Record Type: Publication
- ISBN: 0309048222
- Files: TRIS, TRB, ATRI
- Created Date: Jun 30 1990 12:00AM