• 한국지반공학회논문집
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• 제30권1호
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• pp.93-101
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• 2014

본 논문에서는 자원 재활용을 위해 시멘트를 전혀 사용하지 않고 잠재 수경성을 지닌 고로슬래그와 알칼리 활성화제를 이용하여 모래를 고결시키는 연구를 수행하였다. 기존 수산화칼슘이나 수산화나트륨과 같은 화학적 알칼리 활성화제뿐 아니라 pH 10 이상에서 생존하는 극한미생물을 화학적 알칼리 활성화제에 혼합한 미생물 알칼리 활성화제를 개발하여 흙의 고결 가능성을 평가하였다. 낙동강모래에 고로슬래그의 함유량을 네 종류(4, 8, 12, 16%)로 달리하면서 화학적 또는 미생물 알칼리 활성화제를 혼합하여 공시체를 제작한 다음 7일 동안 대기중 양생시킨 후 일축압축시험을 실시하였다. 알칼리 활성화제의 종류에 관계없이 고로슬래그의 함유량이 4%에서 16%로 증가함에 따라 건조밀도가 증가하면서 일축압축강도는 평균 178kPa에서 2,435kPa까지 증가하였다. 화학적 알칼리 활성화제를 사용한 경우, 수산화칼슘이 포함된 공시체의 일축압축강도가 수산화나트륨을 사용한 경우보다 5-54% 정도 높게 나타났다. 한편 본 연구에서 개발한 미생물 알칼리 활성화제를 사용한 경우, 수산화칼슘 성분이 포함된 공시체의 경우에는 화학적 알칼리 활성화제보다 일축압축강도가 11-60% 감소하였으나, 수산화나트륨이 포함된 경우에는 일축압축강도가 19-121% 증가하였다. 고결된 공시체에서 C-S-H 화합물이 생성되었으며, SEM분석에서 고로슬래그 함유량이 증가할수록 수화물의 양도 증가하였다.

• 한국농공학회논문집
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• 제55권6호
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• pp.11-17
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• 2013

This study was performed to evaluate the chlorine ion penetration resistance, chemical resistance and freezing and thawing resistance used ordinary portland cement, crushed coarse aggregate, crushed sand, river sand, fly ash, limestone powder, blast furance slag powder and superplasticizer to find optimum mix design of low carbon green concrete for structures. The performance of low carbon green concrete used fly ash, limestone powder and blast furnace slag powder were remarkably improved. This fact is expected to have economical effects in the manufacture of low carbon green concrete for offshore structures. Accordingly, the fly ash, limestone powder and blast furnace slag powder can be used for offshore structure materials.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.215-216
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• 2011

This study investigates the effect of partial replacement with cement on the properties of blast furnace slag-based mortar. Recycled fine aggregate with various contents was used to activate the hydration of blast furnace slag in the mortar and compared its effect on strength development. Results showed that increasing cement and recycled fine aggregate increased the strength of mortar specimens. However, this study found that the mortar made with partial replacement of river sand with recycled fine aggregate of 20% developed a similar strength to the strength that cement with 10% can achieved.

• 한국지반공학회논문집
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• 제29권4호
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• pp.45-56
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• 2013

본 연구에서는 자원 재활용을 위해 시멘트를 전혀 사용하지 않고 잠재 수경성을 지닌 고로슬래그를 이용하여 사질토를 고결시키고자 하였다. 알칼리 활성화제에 의해 경화되는 고로슬래그의 함유량과 알칼리 활성화제의 종류를 달리 하여 이들이 사질토의 조기강도에 미치는 영향에 대하여 연구하였다. 고로슬래그의 함유량을 사질토의 4, 8, 12, 16%로 하고 여섯 종류(두 종류의 천연재료, 네 종류의 화학약품)의 알칼리 활성화제를 사용하여 공시체를 제작하였다. 제작한 공시체는 3일 또는 7일 동안 대기중 양생한 다음 일축압축강도시험을 실시하였다. 알칼리 활성화제 종류에 따른 일축압축강도는 탄산칼륨, 수산화칼슘, 수산화나트륨, 수산화칼륨 순으로 높게 측정되었으며, 동일한 성분을 가진 천연재료보다 화학약품을 사용한 공시체의 일축압축강도가 높게 나타났다. 3일 양생한 공시체 중 최대 일축압축 강도가 발현된 것은 16%의 고로슬래그에 수산화칼륨을 사용한 경우로 3MPa 정도의 강도가 측정되었으며, 이는 초속 경시멘트 16%를 사용한 공시체 강도의 37%에 해당된다. 알칼리 활성화제 종류에 관계없이 고로슬래그 함유량이 증가함에 따라 건조밀도가 증가하면서 일축압축강도도 증가하였으며, 양생기간이 3일에서 7일로 증가함에 따라 최대 97%의 강도 증가가 발생하였다. 고결된 모래의 XRD 분석 결과 C-S-H 화합물이 생성되었으며, SEM 분석 결과에서는 고로슬래그 함유량이 증가할수록 생성되는 수화물도 증가하여 모래 입자를 에워싸는 형태를 보였다.

• Advances in concrete construction
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• 제5권5호
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• pp.437-450
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• 2017

The present work investigates about the development of a novel construction material by utilizing Granulated Blast Furnace Slag (GBS), an industrial waste product, as substitution of natural fine aggregates. For this, experimental work has been carried out to determine the influence of GBS on the properties of concrete such as compressive strength (CS), modulus of elasticity, ultrasonic pulse velocity (UPV), chloride penetration, water absorption (WA) volume of voids (VV) and density. Concrete mixes of water/cement (w/c) ratios 0.45 and 0.5, and incorporating 20%, 40% and 60% of GBS as partial replacement of natural fine aggregate (sand) are designed for this study. The results of the experimental investigation depict that CS of concrete mixes increases with the increasing percentages of GBS. Moreover, the decrease in chloride penetration, WA and VV, and improvement in the modulus of elasticity, UPV, density of concrete is reported with the increasing percentage of GBS in concrete.

• Advances in concrete construction
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• 제6권6호
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• pp.611-629
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• 2018

The objective of present study is to investigate the effect of granulated blast furnace slag (GBS) as partial substitution of natural sand on behaviour of cement mortar. For this, the methods of factorial design with water cement (w/c) ratio and incorporation percentages of GBS as replacement of natural fine aggregate i.e., GBS(%) as factors are followed. The levels of factor w/c ratio are fixed at 0.4, 0.45, and 0.5 and the levels of factor GBS(%) are kept fixed as 0%, 20%, 40%, 60%, 80% and 100%. The compressive strength (CS) of mortar after 3, 7, 14, 28, 56 and 90 days, and water absorption (WA) are chosen as responses of the study. Analysis of variance (ANOVA) of experimental results has been carried out and those are illustrated by ANOVA tables, main effect and interaction plots. The results of study depict that the selected factors have substantial influence on the strength and WA of mortar. However, the interaction of factors has no substantial impact on CS and WA of mixes.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.186-187
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• 2022

The purpose of this study was to give fluidizing properties to non-sirtered cement made using by-products that can replace Portland cement by using a fluidizing agent. Blast furnace slag, C-type fly ash, and F-type fly ash were used for non-sirtered cement, and sand was used for aggregate. The amount of fluidizing agent used was fixed at 1%, and the water-cement ratio (W/C) was different by setting the binder blending ratio of the non-sintered cement differently, and the fluidity test and flow were compared. As a result of the experiment, when the flow standard was 170mm when the fluidizing agent was used, the fluidizing properties were shown at an average water-cement ratio (W/C) of 36%. Through this study, it was confirmed that the fluidizing properties appeared when the fluidizing agent was used in non-sintered cement.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.17-18
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• 2022

Carbon dioxide emissions in the construction sector account for 38% of all industries, and environmental destruction is occurring due to indiscriminate use of natural resources. The purpose of this study is to develop by-product aggregate Non-Sintered Cement(NSC) that can replace sand used as natural aggregate and Portland cement. Therefore, Ground Granulated Blast Furnace Slag, Type C Fly Ash and Type F Fly Ash are used to replace cement, and water granulated ferro-nickel slag(FNS) is used to replace aggregate. The flow, compressive strength and flexural strength of the formulation using sand as an aggregate and the formulation replacing 100% FNS were compared. As a result of the experiment, the formulation using FNS had higher overall strength than the formulation using sand, and as the substitution rate of Type C fly ash increased, the strength was the best. Formulation using FNS is more fluid than using sand. Through this study, we show the possibility of 100% substitution of FNS and its applicability to secondary concrete products of by-product aggregate NSC.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.29-36
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• 2002

High fluid concrete unlike OPC concrete is made with various material, and the phase of fresh concrete is considerably different. In order to understand fluidity phase and mix properties of high fluid concrete, concrete is required to access as suspension structure which consists of aggregate and paste. The focus of this paper is to analyze the test results and quantify the effect of mix proportions of molar and fineness modulus of ,and on the properties of fresh mortar. The effect of water-binder ratio, sand-binder ration, content; of ggbs (by mass of total cementitious materials), and various contents of water reducing agent on the yield stress and plastic viscosity of the mix is studied. Based on the experimental results, the following conclusion; can be drawn: (1) The mixing time needed (or high fluid mortar was approximately two times more than that of ordinary portland mortar. (2) The fluidity phase of mortar could be explained by yield stress of mix and the fluidity of mortar. (3) As the content of ggbs increased, yield stress of mortar was decreased and plastic viscosity of it was increased. (4) For the high fluid mortar, it was appeared that sand-binder ratio should be below 1.5.

• 한국농공학회논문집
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• 제55권3호
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• pp.9-12
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• 2013

The pavement is generally used on the highways, local loads, roads for bicycle riding and neighborhood living facility such as parking lot, plaza, park and sports facilities. However, the pavement material that is usually used on the most of roads is impermeable asphalt-concrete and cement-concrete. If the pavement material is impermeable, many problems can be happened on the drainage facilities in the rainy season. Additionally, a lot of rainwater on the pavement surface cannot permeate to the underground and flows to the sewage ditch, stream and river, etc. If a lot of rainwater flows at once, the floods can be out along the streams and rivers. So, underground water can be exhausted. Micro organisms cannot live in the underground. Recently, many studies has been conducted to exploit the permeable concrete that has high performance permeability. However, it is required to develop the permeable concrete which has high strength and durability. In this study, permeable and strength tests were performed to investigate the permeable characteristics of porous concrete according to fine aggregate content and substitution ratio of blast furnace slag. In this test, crushed stones with 10~20 mm and sand with 5~10 mm were used as a coarse aggregate and a fine aggregate respectively. The substitution ratio of blast furnace slag to cement weight is 0 %, 15 %, and 30 %. The ratio of fine aggregate to total aggregate is 0 %, 18 %, and 35 %. As a result, permeability coefficient was decreased according to fine aggregate ratio of total aggregate. Compressive strength was also decreased according to substitution ratio of blast furnace slag.