REACTIVITY OF FOUR TYPES OF FLY ASH WITH LIME
THE VARIABLES OF FLYASH THAT AFFECT THE POZZOLANIC REACTION BETWEEN LIME AND FLYASH WERE STUDIED BY MEANS OF UNCONFINED COMPRESSIVE STRENGTH. THE SAMPLES USED IN THIS STUDY WERE MOLDED FROM VARIOUS MIXTURES OF LIME, FOUR TYPES OF FLYASH AND WATER. ALL SPECIMENS WERE MOIST CURED FOR A SPECIFIC PERIOD PRIOR TO TESTING. THE POZZOLANIC ACTIVITY OF FLYASH WAS FOUND TO BE DEPENDENT UPON ITS CARBON CONTENT AND ITS DEGREE OF FINENESS. THE RATE OF THE POZZOLANIC REACTION WAS CONSIDERABLY INFLUENCED BY THE CONDITIONS OF TEMPERATURE AND HUMIDITY UNDER WHICH THE SAMPLES WERE CURED. THE STUDY ALSO REVEALED THAT THE UNCONFINED COMPRESSIVE STRENGTH INCREASES WITH INCREASED LIME CONTENTS. /AUTHOR/
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Supplemental Notes:
- No 193, pp 24-31, 10 FIG, 3 TAB, 9 REF 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:
- Davidson, D T
- Sheeler, J B
- Delbridge Jr, N G
- Publication Date: 1958
Media Info
- Media Type: Digital/other
- Pagination: 8p
- Monograph Title: Lime and lime-fly ash soil stabilization
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Serial:
- Highway Research Board Bulletin
- Issue Number: 193
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Calcium oxide; Carbon; Chemical reactivity; Compressive strength; Fineness; Fly ash; Humidity; Pozzolanic action; Temperature; Water
- Uncontrolled Terms: Unconfined compression
- Subject Areas: Geotechnology; Highways;
Filing Info
- Accession Number: 00217760
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Aug 19 1994 12:00AM