This paper evaluates the chemical resistance of mortar according to mixing ratios by using ferronickel slag fine powder which is an industrial by - product and various admixtures. The test results showed that the chlorine ion penetration resistance was the best when the ferronickel slag fine powder and gypsum were used as the admixture. The chemical erosion resistance was highest when ferronickel slag, quicklime, gypsum and calcium chloride were combined.

This study introduces the result of dynamic tests carried out for the field application of ferro-nikel slag powder applied PHC PILE. For the test, a high strength, ultra high strength FNS PHC PILE was used as a test body, and a PHC PILE with a diameter of 600mm and a length of 20m was applied.

The amount of ferro-nickel slag powder produced by the Fe-Ni industry has grown in conjunction with the increase in demand for stainless steel materials. In this study, we investigated the effects of ferro-nickel slag powder on the flow, strength, and microstructure of polymer mortar. Ferro-nickel slag powder was used to replace CaCO3 at ratios of 0%, 25%, 50%, 75%, and 100% by volume. The flow and the compressive and flexural strength of the polymer mortar were measured, and both scanning electron microscopy (SEM) and hot resistance testing were performed. The test results indicate that the flow of the polymer mortar with more than 25% CaCO3 replacement decreased as the ferro-nickel slag powder content increased. The compressive strength of the polymer mortar mixes with ferro-nickel slag powder was relatively higher than that of the control mix. From the results of the hot resistance test, the strength improved compared with that before the test and increased as the powder replacement ratio was increased.

The study investigated the fluidity and compressive strength properties of cement paste containing Ferro-Nickel slag powder by different curing conditions to estimate the applicability of Ferro-Nickel slag powder for cement replacement materials.

This study examines the strength properties use of talc as a substitute for OPC-GGBFS cement. The test was carried out by replacing the plain mix(OPC : GGBFS = 50 : 50) with talc at the rate of 0~100%. The OPC contents was constant in all mixtures. The mixtures replaced GGBFS with talc. The results showed that the compressive strength and bending strength decreases with an increase in talc contents.

This study evaluates the material performance of slump value and compressive strength of the concrete which was made by recycled sand and blast furnace slag powder(BFSP). The main variables are replacement ratio of BFSP. As a result, it was evaluated that more detailed evaluation is needed in long-term strength development and the compensation of slump value to the replacement ratio of BFSP.

Using of the ground granulated blast furnace slag as the substitutes of cement mixtures is increasing. This is used about 40% as the substitutes commercially but recently there are several tests used the maximum 80%. When used as the substitutes of cement mixtures which can improve the durability, the watertightness and the sulfate resistance but there is reduced the concrete quality due to early strength reduction and the drying shrinkage increase. Therefore it is very important to make the curing environment which helps early hydration activation vigorously. In this study, the hydrate characteristics replacing the maximum 80% of ordinary portland cement with blast furnace slag powder and using the alkali activator to increase early hydration activation were considered and analyzed by the XRD, TG-DTA, SEM, From these tests results, the use of the alkali activator had the increase of the calcium hydroxide according to ages and the reach time reduced about 1 min. and 9 min. for the first and second peak respectively. The effects on the hydrate characteristics of using the alkali activator were not significant.

In this study, manufactured of cement mortar using high early strength cement(10 ~ 50 wt%) and blast furnace slag powder(50 ~ 90 wt%), according to compressive strength and flexural strength of hardened cement mortar. XRD and SEM were evaluated utilizing the initial cement hydration properties.

This study is a result of the experiment for evaluating the performance of high strength concrete(100 MPa) using slag powder. We performed the experiment for mix design and measured the fluidity and strength. By using more slag powder in high strength concrete, workability is improved