COMPACTION SPECIFICATION FOR THE CONTROL OF PAVEMENT SUBGRADE RUTTING
Soil compaction is a primary measure for controlling permanent deformations of pavement subgrade materials. Major parameters in any compaction specfication include the compaction moisture content, compacted density, and depth of compaction. An analytical procedure for predicting subgrade rut depth (permanent deformation) based on the resilient and permanent deformation characteristics of the subgrade is presented. Rut depths associated with a range of values for the major compaction parameters are evaluated for highway pavements using this new procedure. The analytical results suggest a new criterion for compaction moisture content that minimizes subgrade rutting. Contour plots illustrating the trade-offs among compaction level, compaction depth, and natural subgrade conditions are also presented.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/0309047714
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Supplemental Notes:
- This paper appears in Transportation Research Record No. 1196, Pavement Evaluation and Rehabilitation. 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:
- Lotfi, Hani A
- Schwartz, Charles W
- Mitczak, Matthew W
- Publication Date: 1988
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 108-115
- Monograph Title: Pavement evaluation and rehabilitation
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Serial:
- Transportation Research Record
- Issue Number: 1196
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Deformation; Forecasting; Moisture content; Pavements; Rutting; Soil compaction; Soil water; Specifications; Subgrade (Pavements)
- Uncontrolled Terms: Rut depth
- Old TRIS Terms: Highway pavement; Subgrade moisture
- Subject Areas: Design; Geotechnology; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces;
Filing Info
- Accession Number: 00490151
- Record Type: Publication
- ISBN: 0309047714
- Files: TRIS, TRB
- Created Date: Dec 31 1989 12:00AM