PROPERTIES OF CEMENT AND LIME-FLY ASH STABILIZED AGGREGATE
Potential application of cement-fly ashaggregate, lime-fly ash-aggregate and limecement-fly ash-aggregate mixtures in pavement construction is reviewed in this paper. Engineering properties such as moisturedensity relationship, compressive strength, flexural strength, dry shrinkage, and freeze-thaw durability are summarized on the basis of past studies. Dry shrinkage and freeze-thaw characteristics of cement and lime-fly ash-aggregate mixtures containing sub-bituminous, self-cementitious Alberta fly ashes were evaluated in the laboratory. The stabilized aggregates are attractive for use in pavement structures because of their high strength and low drying shrinkage characteristics. Lime-fly ash stabilized aggregates are observed to shrink more than cement-fly ash stabilized aggregate. It is also concluded that the materials investigated may perform reasonably well under moderate freeze-thaw conditions in the base courses of pavements. Further research should be conducted to evaluate durability of such materials under appropriate freezethaw conditions.
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Supplemental Notes:
- Publication of this paper sponsored by Committee on Energy Consideration in Design and Construction of Transportation Facilities. 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:
- Natt, G S
- Joshi, R C
- Publication Date: 1984
Media Info
- Media Type: Print
- Features: Figures; References; Tables;
- Pagination: pp 32-40
- Monograph Title: Testing and modeling soils and soil stabilizers
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Serial:
- Transportation Research Record
- Issue Number: 998
- Publisher: Transportation Research Board
- ISSN: 0361-1981
Subject/Index Terms
- TRT Terms: Aggregates; Calcium oxide; Cement; Compressive strength; Engine components; Flexural strength; Fly ash; Freeze thaw durability; Paving; Shrinkage; Soil stabilization; Swelling index
- Old TRIS Terms: Cement stabilization; Engine drivers; Freezing thawing effects
- Subject Areas: Geotechnology; Highways; Vehicles and Equipment; I42: Soil Mechanics;
Filing Info
- Accession Number: 00450712
- Record Type: Publication
- ISBN: 0309038073
- Files: TRIS, TRB
- Created Date: Feb 28 1986 12:00AM