00471936

Component

http://onlinepubs.trb.org...s/state-of-the-art/5/5.pdf

For many years, various forms of lime, including products with varying degrees of purity, have been utilized successfully as soil stablizing agents. However, hydrated high calcium lime Ca(OH)2, monohydrated dolomitic lime Ca(OH)2.MgO, calcitic quicklime CaO, and dolomitic quicklime CaO.MgO are most frequently used. Although lime hydrates dominate the U.S. market, quicklime use has increased over the past 20 years and currently accounts for 25 percent of the total stabilization lime on an annual basis. Many significant engineering properties of soils are beneficially modified by lime treatment. Although lime is primarily utilized to treat fine-grained soils, it can also be used to modify the characteristics of the fine fraction of more granular soils. Lime treatment can expedite construction, modify subgrade soils, and improve strength and durability of fine-grained soils. Lime-treated soils have been used as modified subgrades, subbase materials, and base materials in pavement construction. The location of the lime-treated layer in the pavement system is dictated by strength, durabilty, and other design criteria. Railroad subgrades have also been successfully stabilized with lime. The state of the art in lime treatment based on a comprehensive analysis of current practice and technical literature is presented in this report. References are included for more information.

Prepared by Transportation Research Board Committee on Lime and Lime-Fly Ash Stabilization and published originally in 1976 as TRB Circular 180, this report has been revised and updated. 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

64 p.

1987

State-of-the-Art Report

Figures; References (73) ; Tables

Base course (Pavements); Calcium hydroxide; Calcium oxide; Dolomite; Fine grained soils; Soil stabilization; State of the art studies; Subbase materials; Subgrade (Pavements)

Bridges and other structures; Construction; Geotechnology; Highways; I42: Soil Mechanics

TRIS, TRB, ATRI

Jul 31 1987 12:00AM