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Title: ACCELERATED CURING FOR LIME-STABILIZED SOILS
Accession Number: 00237686
Record Type: Component
Abstract: THIS PAPER IS CONCERNED WITH THE DEVELOPMENT OF SPECIFICATIONS FOR THE REQUIRED UNCONFINED COMPRESSIVE STRENGTH OF LIME-STABILIZED BASE AND SUBBASE MATERIALS. IT DEALS WITH THE POSSIBILITY OF ESTABLISHING A CORRELATION BETWEEN THE STRENGTHS OF FIELD-CURED SPECIMENS AND THOSE OF LABORATORY-CURED SPECIMENS THAT MIGHT BE USED TO PREDICT THE FORMER FROM THE LATTER. TWO SOILS WERE CHOSEN FOR STUDY. HARVARD MOLD-SIZE SPECIMENS WERE TESTED FOR UNCONFINED COMPRESSIVE STRENGTH AFTER BEING SUBJECTED TO FIELD CURING AND TO LABORATORY CURINGS OF 120 AND 140 F. EVALUATION OF THE DATA CONSISTS OF DETERMINING THE TIME OF ACCELERATED CURING REQUIRED TO ACHIEVE 45-DAY FIELD STRENGTHS. THE LIMITED DATA INDICATE THAT A STRENGTH PREDICTION BASED ON LABORATORY CURING CAN BE MADE WITH REASONABLE ACCURACY. /AUTHOR/
Supplemental Notes: No 304, pp 1-13, 12 FIG, 7 TAB, 6 REF, 1 APP 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.
Monograph Title: Lime stabilization: properties, mix design, construction practices and performance 1961 Monograph Accession #: 01410687
Authors: Anday, M CPublication Date: 1961
Serial: Conference:
40th Annual Meeting of the Highway Research Board
Location:
Washington DC, United States Media Type: Digital/other
TRT Terms: Uncontrolled Terms: Subject Areas: Geotechnology; Highways
Files: TRIS, TRB
Created Date: Aug 28 1994 12:00AM
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