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X-ray diffraction and microstructural studies of lime-marine clay reaction products

G. Rajasekaran, +1 more
- 01 Jun 1998 - 
- Vol. 29, Iss: 1
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TLDR
In this article, an experimental work carried out in the laboratory using lime column and lime injection techniques to stabilize a marine clay was carried out and the formation of new reaction products due to soil-lime reactions was studied using XRD and SEM techniques.
Abstract
Soft clays of low strength and high compressibility are located in many costal and offshore areas, and they cause several foundation problems for the structures resting on these marine deposits. The necessity to construct engineering structures on these deposits is a challenging task for the civil engineers and there is a need to improve the engineering behavior of these clays. The present investigation deals with an experimental work carried out in the laboratory using lime column and lime injection techniques to stabilize a marine clay. The formation of new reaction products due to soil-lime reactions was studied using XRD and SEM techniques. The results indicated the formation of cementitious compounds such as calcium silicate hydrate (CSH) and calcium aluminate hydrate (CAH) in different lime treated soil systems and it has been observed that their formation was not affected by the presence of sea water. There is a considerable improvement in the physical properties of the lime treated soil systems, and the test results have established that both the lime column and lime injection techniques can be successfully used to improve the behavior of soft marine clayey deposits. (A)

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Journal ArticleDOI

Sulphate attack and ettringite formation in the lime and cement stabilized marine clays

G. Rajasekaran
- 01 Jun 2005 - 
TL;DR: In this paper, the authors reviewed the earlier reported case histories of sulphate attack in lime and cement stabilized clays and a list of precautionary measures to be adopted for controlling the ettringite formation have been suggested.
Journal ArticleDOI

Laboratory Studies on Stabilization of an Expansive Soil by Lime Precipitation Technique

TL;DR: In this article, an attempt is made to study the precipitation of lime in soil by successive mixing of CaCl2 and NaOH solutions with the expansive soil in two different sequences.
Journal ArticleDOI

In-situ stabilization of an expansive soil in desiccated state

TL;DR: In this paper, the efficiency of in-situ stabilization of expansive soil by lime slurry technique in desiccated state through laboratory and field experimental studies is examined, which indicates the occurrence of lime modification reactions and pozzolanic reactions on lime migration into the inter-connected shrinkage cracks.
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