• Computers and Concrete
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• 제18권5호
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• pp.951-968
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• 2016

In this study, pullout capacities of post-installed deformed bars anchored in low strength concrete using different bonding materials are investigated experimentally. The experimental study was conducted under outdoor and indoor conditions; on the beams of an actual reinforced concrete building and on concrete bases constructed at Istanbul Technical University (ITU). Ready-mixed cement based anchorage mortar with modified polymers (M1), ordinary cement with modified polymer admixture (M2), and epoxy based anchorage mortar with two components (E) were used as bonding material. Furthermore, test results are compared with the predictions of current analytical models. Findings of the study showed that properly designed cement based mortars can be efficiently used for anchoring deformed bars in low quality concrete. It is important to note that the cost of cement based mortar is much lower with respect to conventional epoxy based anchorage materials.

• 한국건축시공학회지
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• 제6권1호
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• pp.109-115
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• 2006

Although the clays were one of the major materials of building constructions, presently, its functions are lesser and the cements take its place as building materials. however, the IAQ problems such as $CO_2$ increase, Rn gas and VOCs occurrence should be imperative from production and construction processes of the cements. This study aims to develop the alternate clay compounds to cements and analyze its properties by experimental tests. For the study, the claymineral of Chungchong-bukdo 10 areas are used. The chemical and structural properties are experimentally analyzed and the pozzolan reaction possibilities of clays are executed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.335-336
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• 2010

POFA(Palm oil fuel ash)는 Palm fiber 와 shell의 부산물로써 콘크리트용 혼화재로 사용이 가능하다. 그러나 POFA를 사용한 콘크리트의 포졸란 반응에 관한 연구는 매우 적다. 따라서 본 연구에서는 다른 콘크리트용 혼화재료와 동일한 수준으로 POFA의 혼입 치환율을 달리한 모르타르의 압축강도 및 활성도 지수, 포졸란 활성도 지수(API)를 정량적으로 평가하여 혼화재료로서의 적합성을 평가하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 가을 학술발표회 논문집
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• pp.561-568
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• 2002

PFA(Paper Fly Ash) are reclaimed mainly or used in cement industry field as mixture agent in terms of materials recycling. Recently, research for recycling PFA as embankment materials or soil stabilization agent are undergoing in geotechnical engineering field. In this study, physical characteristics of PFA stabilization agent-soil admixtures are examined in change of water content, void ratio, consistency, grain distribution, specific gravity and density. Futhermore, the physical characteristics are compared with unconfined strength as engineering characteristics. Test results showed that unconfined strength and density are increased with increasing of PFA stabilization agent mixed ratio. On the other hand, specific gravity, void ratio and water content are decreased with increasing of PFA stabilization agent mixed ratio. It would be concluded that natural high water content ratio weak soil could be highly improved engineering and physical characteristics with PFA stabilization agent

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2013년도 추계 학술논문 발표대회
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• pp.186-187
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• 2013

Recently, high fluidity concrete is becoming more prevalent. High fluidity concrete uses admixture or thickener in order to prevent separation of materials due to increased fluidity, and, especially, BS is becoming more use for reduced heat of hydration and improved long-term strength. This study examined the effect of BS on fluidity of cement paste from a rheological viewpoint. As for BS types, materials equivalent to 1 types of KS F 2563 and the cement mass was substituted by 20, 40, 60, 80%.

• 한국구조물진단유지관리공학회 논문집
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• 제3권3호
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• pp.177-185
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• 1999

In this study, study about fly ash and blast-furnace slag used as substitutive materials for cement, and the influence on the neutralization of high flow concrete durability with these substitutive materials was performed and analyzed. The results are as follows 1) Aggregate segregation was partially improved with the progress of the admixture input at the mix proportion above slump flow 65 cm 2) Compressive strength with the progress of the increasement of fly ash input was decreased in early age, but decrease range was improved in long term age. Also, in case of blast-furnace, similar or improved compressive strength was appeared. 3) The neutralization depth with fly ash input was noticeably increased. But blast-furnace slag was effective to prevent. 4) In this experiment, high powder content was advantageously affected on preventive effect of the neutralization, and the relationship between the compressive strength and the neutralization depth was inversely proportional.

• 청정기술
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• 제6권1호
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• pp.61-69
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• 2000

본 연구에서는 시멘트 산업에서 이용 가능한 무기질 산업폐기물의 발생현황 및 물성을 조사하여 시멘트원료, mineralizer/flux, 시멘트 혼합재, 특수시멘트 제조원료 등 용도별 재활용 방안을 결정하고 적용실험을 하였다. 산업폐기물의 시멘트 원료로의 이용에 있어, 철질원료 대체용으로는 Cu-slag, Zn-slag, 전기로 슬래그 및 전로 슬래그 등이, 규석질 원료의 대체용으로 폐주물사가 사용되었다. 제당회사에서 발생되는 $CaF_2$가 주성분인 폐소석회와 아연제련 공정에서 부산되는 폐기물인 jarosite를 mineralizer/flux로 사용하여 클린커의 소성온도를 약 $100{\sim}150^{\circ}C$ 낮출 수 있었다. 혼합재료의 이용에 있어, Cu-slag와 STS sludge를 혼합 첨가한 경우 시멘트 혼합재로서의 충분한 물성을 얻을 수 있었고, fly ash 및 석회석도 시멘트의 혼합재로 적당량 첨가함으로서 시멘트의 성능을 향상시킬 수 있었다. 특수 시멘트의 원료로의 이용에 있어서는, 알루미늄 폐슬러지를 원료로 속경성 클린커를 제조하고 이를 이용하여 2시간내에 $300kg/cm^2$강도를 발현하는 초속경 시멘트를 제조하였고, 두 종류의 도시쓰레기 소각회를 원료로 이용하여 $C_3S(3CaO{\cdot}SiO_2)$와 $C_{11}A_7{\cdot}CaCl_2(11CaO{\cdot}7Al_2O_3{\cdot}CaCl_2)$가 주요 광물인 시멘트를 제조할 수 있었다.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.301-307
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• 2014

Rice husk ash (RHA) is classified as a highly reactive pozzolan. It has a very high silica content similar to that of silica fume (SF). Using less-expensive and locally available RHA as a mineral admixture in concrete brings ample benefits to the costs, the technical properties of concrete as well as to the environment. An experimental study of the effect of RHA blending on workability, strength and durability of high performance fine-grained concrete (HPFGC) is presented. The results show that the addition of RHA to HPFGC improved significantly compressive strength, splitting tensile strength and chloride penetration resistance. Interestingly, the ratio of compressive strength to splitting tensile strength of HPFGC was lower than that of ordinary concrete, especially for the concrete made with 20 % RHA. Compressive strength and splitting tensile strength of HPFGC containing RHA was similar and slightly higher, respectively, than for HPFGC containing SF. Chloride penetration resistance of HPFGC containing 10-15 % RHA was comparable with that of HPFGC containing 10 % SF.

• 한국재료학회지
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• 제23권10호
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• pp.599-605
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• 2013

CSA, a cement mineral compound that is mainly composed of $3CaO{\cdot}3Al_2O_3{\cdot}CaSO_4$, generates ettringite as a hydration product after a reaction with glass (lime), gypsum and water to speed up the hardening process and enhance the strength and degree of expansion. When used as a cement admixture, there is increased production of ettringite, which can improve the initial strength in the first three days and ameliorate the reduction in the initial strength caused by the use of fly ash in particular. In this study, a hydrate analysis was performed using XRD and SEM after substitution with fly ash (30%) and CSA (8%) with the goal of observing the effect of CSA on the initial strength of a cement mixture containing fly ash. The results of the analysis showed that an addition of CSA promoted the production of ettringite and improved the initial strength, resulting in the generation of hydrates, which can effectively enhance the long-term strength of these materials.

• 한국세라믹학회지
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• 제54권5호
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• pp.380-387
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• 2017

In this study, unstable CaO was converted into a stable Ca compound by using carbonation in a circulating fluidized bed boiler of fly ash to confirm material usability as cement admixture; also undertaken was carbonation test and mortar to examine chemical and physical change by measuring absorption rate and compressive strength. To investigate the chemical properties of circulating fluidized bed boiler fly ash, XRD and TG-DTA were used to determine how the properties of the reaction product change quantitatively during carbonation. In order to stabilize CaO, carbonation of CaO is considered to be the most desirable process. This is because $CaCO_3$, which is a Ca compound, was produced by carbonate reaction of unstable CaO, and decrease of the absorption rate and improvement of the compressive strength were observed when the carbonated fly ash was replaced with cement.