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Title:

LIME-STABILIZED SOIL PROPERTIES AND THE BEAM ACTION HYPOTHESIS

Accession Number:

00230536

Record Type:

Component

Abstract:

THE STABILIZING EFFECTS OF HYDRATED LIME AND CHEMICAL ADDITIVES /SODIUM HYDROXIDE, SODIUM ORTHOSILICATE, AND CALCIUM CHLORIDE/ ON A TEXAS MONTMORILLONITIC CLAYEY SOIL WERE STUDIED AND MEASURED BY MEANS OF COMPRESSIVE STRENGTH, DURABILITY, CONSISTENCY, CONSOLIDATION AND PERMEABILITY TESTS. THE STRENGTH BENEFICATION OBTAINED FROM THE ADDITION OF LIME TO THE SOIL WAS SUBSTANTIAL. ALTHOUGH FURTHER IMPROVEMENT WITH CHEMICAL ADDITIVES WAS MINIMAL FOR STRENGTH AND CONSISTENCY, IT WAS CONSIDERABLE WHEN VIEWED ON THE BASIS OF CONSOLIDATION, DURABILITY, AND PERMEABILITY TEST RESULTS. ALSO, THE MODULUS OF ELASTICITY OF THE LIME-ESTABLISHED SOIL WAS DETERMINED AND COMPARED WITH THAT OF THE SAME SOIL STABILIZED WITH CEMENT. BASED ON WINKLERS MODEL, A HYPOTHESIS WAS ADVANCED TO CALCULATE THE DEFLECTION AND STRESSES IN A STABILIZED SOIL LAYER, WHEREVER SUCH A LAYER IS USED AS A PAVEMENT COMPONENT. /AUTHOR/

Supplemental Notes:

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

Monograph Accession #:

01410050

Language:

English

Authors:

Laguros, Joakim G

Pagination:

pp 12-20

Publication Date:

1965

Serial:

Highway Research Record

Issue Number: 92
Publisher: Highway Research Board

Media Type:

Print

Features:

Figures (1) ; References (17) ; Tables (6)

Uncontrolled Terms:

Geographic Terms:

Old TRIS Terms:

Subject Areas:

Data and Information Technology; Geotechnology; Highways

Files:

TRIS, TRB

Created Date:

Aug 15 2004 2:40AM

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