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The processes involved in the lime stabilization of clay soils

J B Croft
- Vol. 2, Iss: 2
TLDR
The physical changes induced in the clays during stabilization have been interpreted in terms of the mineralogy of the reaction products as mentioned in this paper, and a concept has been advanced to explain short term and long term strengths and to form a model for strength analyses of lime stabilized soil.
Abstract
The crystalline reaction products formed in pastes at 40 degrees centigrade by the addition of hydrated lime to various clay minerals have been studied and the mechanisms of the reactions described. The principles evolved were used as a basis for the identification and interpretation of the more poorly crystallized materials produced in compacted lime clay mixtures cured at both ordinary and elevated temperatures. The physical changes induced in the clays during stabilization have been interpreted in terms of the mineralogy of the reaction products. A concept has been advanced to explain short term and long term strengths and to form a model for strength analyses of lime stabilized soil. Preliminary recommendations have been made for assessing the amenability of soils to lime action, and suggestions submitted for future studies (A).

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Citations
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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 ArticleDOI

Experimental study to examine the independent roles of lime and cement on the stabilization of a mountain soil: A comparative study

TL;DR: In this paper, the authors focus on the problems associated with soil failure that occur during the construction and widening of roads and highways in the area of interest, and demonstrate that satisfactory strength can be achieved with the addition of 5% additives to the soil mixture.
Journal ArticleDOI

Geotechnical properties of a chemically stabilized soil from Malaysia with rice husk ash as an additive

TL;DR: In this paper, the stabilization of Malaysian soil by mixing with rice husk ash, a locally available waste material, to improve its engineering properties is described, where stabilizing agents, i.e., cement and lime, were added to produce the reaction products which are responsible for the enhancement of the engineering properties.
Journal ArticleDOI

Sulphate expansion of lime-stabilized kaolinite: i. physical characteristics

TL;DR: In this paper, the effect of gypsum additions on the physical performance of lime-stabilized kaolinite has been determined, and the results indicate that the overriding expansion mechanism operating is imbibition of water or transfer of water by osmosis.
Journal ArticleDOI

Microstructural development in cured soil-lime composites

M. Arabi, +1 more
TL;DR: In this paper, an X-ray analysis and thermal analysis showed that the new phase is poorly crystalline and probably consists of a hydrate of calcium silicate or calcium aluminate.
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