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Title: RELATION OF STRENGTH TO COMPOSITION AND DENSITY OF LIME- TREATED CLAYEY SOILS
Accession Number: 00232411
Record Type: Component
Abstract: THIS PAPER EXAMINES THE EFFECTS OF DOLOMITIC MONOHYDRATE (TYPE N) AND CALCITIC HYDRATED LIMES, STANDARD AND MODIFIED AASHO DENSITY COMPACTION, AND THE PREDOMINANT TYPE OF CLAY MINERAL IN THE SOIL, ON THE IMMERSED STRENGTHS OF SOIL-LIME MIXTURES. DOLOMITIC LIME WAS FOUND TO GIVE HIGHER STRENGTHS IN MONTMORILLONITE AND ILLITE CLAY SOILS, BUT ONLY TO GIVE HIGHER STRENGTHS TO SOME KAOLINITE CLAY SOILS. THIS TREND HELD AT BOTH COMPACTIVE ENERGIES. MODIFIED DENSITY COMPACTION WAS FOUND TO GIVE SIGNIFICANTLY HIGHER STRENGTHS THAN STANDARD DENSITY COMPACTION. /AUTHOR/
Supplemental Notes: No 304, pp 65-75, 6 FIG, 3 TAB, 8 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.
Monograph Title: Lime stabilization: properties, mix design, construction practices and performance 1961 Monograph Accession #: 01410687
Language: English
Authors: Remus, Melvyn DDavidson, Donald TPublication Date: 1961
Serial: Conference:
40th Annual Meeting of the Highway Research Board
Location:
Washington DC, United States Media Type: Digital/other
TRT Terms: Old TRIS Terms: Subject Areas: Geotechnology; Highways
Files: TRIS, TRB
Created Date: Aug 15 2004 2:43AM
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