Open AccessJournal Article
Formation of new minerals with lime stabilization as proven by field experiments in virginia
TLDR
In the fall of 1956 and the spring of 1957 SUBGRADE SOILS on three ProJECTS in VIRGINIA WERE STABILIZED with HYDRATED LIME as mentioned in this paper.Abstract:
IN THE FALL OF 1956 AND THE SPRING OF 1957 SUBGRADE SOILS ON THREE PROJECTS IN VIRGINIA WERE STABILIZED WITH HYDRATED LIME. THE PROJECTS, LOCATED APPROXIMATELY 150 MILES APART, WERE CONSTRUCTED ON THREE DIFFERENT SOIL TYPES. THE CLAY FRACTION OF EACH OF THE THREE SOILS WAS COMPOSED OF DIFFERENT CLAY MINERALS. THEREFORE, THERE WAS A CONSIDERABLE DIFFERENCE IN THE PHYSICAL PROPERTIES OF THE SOILS. THE THREE PROJECTS WERE SAMPLED DURING 1960 FOR THE PURPOSE OF STUDYING THE EFFECTS OF ADDITION OF HYDRATED LIME. X-RAY DIFFRACTION DATA OF THE TREATED SOILS REVEALED THAT NEW MINERALS--CALCIUM SILICATE-HYDRATES AND CALCIUM CARBONATE-- HAD BEEN FORMED. PETROGRAPHIC ANALYSIS OF THIN SECTIONS PREPARED FROM THE TREATED SOILS SHOWED THAT THE SOURCE OF ADDITIONAL STRENGTH WAS A CEMENTING MATERIAL, HYDRATED CALCIUM SILICATES, WHICH NOW INTERLACES THE SOIL GRAINS. /AUTHOR/read more
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Journal ArticleDOI
Lime stabilization of clay minerals and soils
TL;DR: In this paper, three of the most frequently occurring minerals in clay deposits, namely, kaolinite, montmorillonite and quartz, were subjected to a series of tests.
Journal Article
A quick test to determine lime requirements for lime stabilization
James L Eades,Ralph E Grim +1 more
TL;DR: In this paper, the authors describe the reaction of LIME and soil to changes in the PLASTICITY, SWELL, SHRINKAGE or COMPRESSIVE STRENGTH of the soil.
Journal ArticleDOI
Review of Stabilization of Clays and Expansive Soils in Pavements and Lightly Loaded Structures—History, Practice, and Future
Thomas M Petry,Dallas N. Little +1 more
TL;DR: In this article, the authors review some of the key advances developed over the past 60 years in improving our understanding of the nature and methods of modifying and stabilizing expansive clay soils.
BookDOI
Characterization of Cementitiously Stabilized Layers for Use in Pavement Design and Analysis
TL;DR: In this article, the characterization of cementitiously stabilized layers and the properties that influence pavement performance are discussed, as well as performance-related procedures for characterizing these layers and performance-prediction models for incorporation into the mechanistic-empirical pavement analysis methods.
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Effects of ground granulated blastfurnace slag (GGBS) on the swelling properties of lime-stabilized sulfate-bearing soils
Ece Celik,Zalihe Nalbantoglu +1 more
TL;DR: In this paper, a research was conducted to study the effectiveness of ground granulated blastfurnace slag (GGBS), an industrial byproduct, for providing better stabilization of sulfate bearing soils.
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