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Journal ArticleDOI

Sulphate Attack in Lime-Treated Marine Clay

TLDR
In this article, a laboratory investigation was carried out to examine the influence of sodium and calcium sulphates on the behavior of lime column treated marine clays and the formation of various reaction products, including ettringite.
Abstract
The use of lime to improve the properties of soft clays is not new. Recently the deep lime mixing technique has been extended to coastal regions for improving the behavior of weak marine clays. But lime treatment technique should be approached carefully for clay containing a high percentage of sodium sulphate. The presence of sulphate in lime-treated clays may result in high swelling due to the formation of the expansive mineral, ettringite. A limited study of lime-treated marine clays has shown a need to further explore the formation of ettringite and its stability with time. In this article, a laboratory investigation was carried out to examine the influence of sodium and calcium sulphates on the behavior of lime column treated marine clay. Scanning electron microscopy (SEM) was used to identify the formation of various reaction products, including ettringite. Test results indicate that the formation of ettringite in the lime-sodium sulphate-clay system adversely affects the engineering behavio...

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Citations
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Journal ArticleDOI

Soil Chemical Analysis

C. I. Rich
- 01 May 1958 - 
Journal ArticleDOI

Investigation on strength and microstructure characteristics of nano-MgO admixed with cemented soft soil

TL;DR: In this paper, the effectiveness of nano-MgO in strength properties and microstructure characteristics of cement stabilized soft soil were analyzed in a series of unconfined compression tests.
Journal ArticleDOI

Compressive and Tensile Behavior of Polymer Treated Sulfate Contaminated CL Soil

TL;DR: In this paper, the compressive and tensile behavior of polymer treated sulfate contaminated CL soil was investigated and the effect of treating the soil with a polymer solution was compared to 6% lime treated soil.
Journal ArticleDOI

Durability of lightweight alkali-activated ground granulated blast furnace slag (GGBS) stabilized clayey soils subjected to sulfate attack.

TL;DR: In this paper, an experimental study on the sulfate attack resistance of a LAS stabilized clayey soil, which is composed of GGBS, sodium silicate, calcium carbide residue (CCR), air foam, and clayy soil, was conducted.
Journal ArticleDOI

An experimental study on the behavior of lime and silica fume treated coir geotextile reinforced expansive soil subgrade

TL;DR: In this article, a single and double layer of coir geotextile mat at various depths have been placed to evaluate the effect of reinforcement on expansive soil subgrade, and the experimental results analyzed indicate that the lime treated coir geo-textextexel mat reduces the upward swelling pressure by 52.19% in single layer and 81.89% in double-layer.
References
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Journal ArticleDOI

Laboratory investigations on the lime stabilization of sensitive clays: shear strength development

TL;DR: In this paper, a laboratory investigation on the quicklime stabilization of sensitive clays has shown that significant strength increase can be obtained if enough water content above the liquid limit is added to the clays.
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Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime-stabilised sulphate-bearing clay soils

TL;DR: The use of ground granulated blast furnace slag (GGBS) is well established as a binder in many cement applications where it provides enhanced durability, including high resistance to chloride penetration, resistance to sulphate attack and protection against alkali silica reaction (ASR) as discussed by the authors.
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Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime

TL;DR: In this paper, a comprehensive series of laboratory tests were conducted on an inorganic clayey sediment in order to predict the mechanical behaviour of dredged sediments used in reclamation projects.
Journal ArticleDOI

Suppression of swelling associated with ettringite formation in lime stabilized sulphate bearing clay soils by partial substitution of lime with ground granulated blastfurnace slag (GGBS)

TL;DR: The use of ground granulated blastfurnace slag (GGBS), an industrial byproduct, is well established as a binder in many cement applications where it provides enhanced durability and high resistance to sulphate attack.
Journal ArticleDOI

Sulfate attack on cement-stabilized sand

TL;DR: A 3.5 km (2.2 mi) section of a road in Georgia developed unexpected transverse bumps within 6 months after construction and the source of the bumps appeared to be expansion within the cement-stabilized base course as discussed by the authors.
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