Influence of lime particle and slag properties on lime dissolution in BOF converter

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Mechanical and leaching behaviour of slag-cement and lime-activated slag stabilised/solidified contaminated soil.

Stabilisation/solidification (S/S) is an effective technique for reducing the leachability of contaminants in soils. Very few studies have investigated the use of ground granulated blast furnace slag (GGBS) for S/S treatment of contaminated soils, although it has been shown to be effective in ground improvement. This study sought to investigate the potential of GGBS activated by cement and lime...

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Lymphocyte membrane rafts contain molecules critical for immunoreceptor signaling. Here, we report identification of a new raft-associated adaptor protein LIME (Lck-interacting molecule) expressed predominantly in T lymphocytes. LIME becomes tyrosine phosphorylated after cross-linking of the CD4 or CD8 coreceptors. Phospho-LIME associates with the Src family kinase Lck and its negative regulato...

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Slag (ggbs) on the Strength and Swelling Properties of Lime-stabilized Kaolinite in the Presence of Sulphates

The use of ground granulated blast furnace slag (ggbs) is well established 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). The use of ggbs in soil stabilization is, however, still a novel process in the UK although it has been used in South Afr...

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Quantitative Determination of Free Lime Amount in Steelmaking Slag by X-ray Diffraction

Steelmaking slag is a by-product of steel making. It has been reused as a material for civil engineering, pavement construction etc. For such applications, it is extremely important to evaluate the amount of free lime, which has the chemical form of calcium monoxide (CaO) and can cause the failure of mechanical properties by volume expansion through absorption of water or carbon dioxide gas. So...

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DIRECT TITRATION FOR MEASUREMENT OF SOIL LIME REQUIREMENT AND INDIRECT LIME REQUIREMENT ESTIMATION BY SOIL PROPERTIES by

…………………………............................................................................... ......25 Introduction ………………………………………………..………………………........ .26 Materials and Methods ………………………………………..……………………....... 27 Results and Discussion …………………………………………..…………,……… ......30 Conclusions ……………………………………………………………….….…...… ......34

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ژورنال

عنوان ژورنال: Journal of Materials Research and Technology

سال: 2020

ISSN: 2238-7854

DOI: 10.1016/j.jmrt.2020.10.058