• Conservation and Restoration of Cultural Heritage
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• 제1권1호
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• pp.39-48
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• 2012

The first twenty-five years of scientific study within Korea on Korean traditional ceramics has been characterized as a bridging effort to understand the rich field of artistic ceramic masterpieces on one hand with analytic results gained from mounds of broken shards and kiln wastes on the other. First shard pieces were collected directly from the waste mounds, but most of the analyzed shards were provided by art historians and museum staffs directly involved in systematic excavations. The scientific study is viewed as one of many complimentary ways in learning about the multi-faceted ceramics culture, ultimately connecting human spirits and endeavors from the past to the present to the future. About 1350 pieces of analyzed shards have been so far collected and organized according to the production location and time period. From the experimental results of the analysis, the compositional and microstructural characteristics of bodies and glazes have been deduced for many kiln sites of Goryeo and Joseon dynasties. Except for a few local kilns, porcelain stone was used as body material in both dynasties. The principle of mixing a clay component with a flux material was used in Korean glazes as was in China. The clay component different from body clay was often used early on. In Gangjin a porcelain material appropriate for whiteware body was mixed for celadon glaze, and in Joseon Gwangju kilns glaze stone was chief clay material. The use of wood ash persisted in Korea even in making buncheong glazes, but in Joseon whitewares burnt lime and eventually crushed lime were used as flux material.

• 한국지하수토양환경학회지:지하수토양환경
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• 제14권3호
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• pp.47-56
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• 2009

본 연구는 해안점토 또는 육상의 사질토에 지반개량재를 혼합하였을 때 어떤 강도변화를 보이는지에 관한 것이다. 철광석을 제련할 때 부산물인 슬래그와 제지류 소각할 때 생기는 paper fly ash를 일정한 비율로 혼합하여 지반개량재를 만들었다. 이러한 지반개량재를 해안점토와 육상의 사질토에 혼합한 후 함수비, 양생일, 혼합비 등으로 구분하여 일축압축강도 시험용 공시체를 제작하였다. 공시체가 28일간 양생되는 동안 일축압축강도의 변화와 생성물질의 변화를 분석하였다. 강도분석 결과 육상의 사질토보다 해안점토에서 최대 11배 정도의 강도증가의 효과가 나타났는데, 이는 지반개량재로 인한 ettringite 반응이 사질토보다 해안점토에서 명확하게 보여주는 것을 의미한다.

• 자원리싸이클링
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• 제11권2호
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• pp.36-44
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• 2002

폐기처분되는 gamet 미분말의 재활용 측면에서 이를 적벽돌의 원료로 활용하는 방안에 관한 연구를 수행하였다. 적벽돌의 물리적 강도에 있어서 점토가 높은 $SiO_2$, $Al_2$$O_3$및 $Fe_2$$O_3$함량과 점성을 가지는 것은 매우 중요한 성질이다. 그러나 폐garnet 미분말의 경우 이들의 함량은 높지만 점성이 매우 작으므로, 점토를 대체할 수 없을 것으로 판단하여 모래의 대체제로 적용하고자 하였다. 점토의 화학성분 중 강도를 나타내는 함량이 폐garnet 미분말에서도 상당히 높은 것으로 파악되었으며, 이는 적벽돌의 강도에 긍정적인 영향을 주는 것으로 파악되었다. 적벽돌 제조시의 원료 배합은 {점토-모래}, {모래-폐gamet 미분말}, 그리고 {점토-모래-폐gamet 미분말} 조합을 무게 비율로 각각 조절하였으며, 적벽돌 공시체의 물리적 특성 실험은 압축강도.흡수율.수축율.비중에 대하여 실시하였다. 그 결과 최적의 원료 배합 조건은 무게를 기준으로 할 때 {점토50%+모래 30%+폐 gamet 미분말 20%}인 것으로 파악되었다. 본 연구의 결과 폐gamet 미분말을 재활용하여 제작한 적벽돌의 상업적 생산이 가능하며, 유효자원의 재이용 측면에서도 경제성을 가질 것으로 판단되었다.

• 한국지반공학회논문집
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• 제19권1호
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• pp.221-228
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• 2003

해성점토를 이용한 준설매립공사에 있어서 준설매립 지반의 자중압밀현상을 예측하기 위해 준설점토의 간극비-유효응력-투수계수의 관계인 구성관계 산정은 가장 중요한 사항이다. 그러나 준설매립 지반은 고함수비의 재료특성으로 인해 실험을 통한 구성관계의 산정에 많은 어려움이 발생하게 된다. 이를 위해 저응력 압밀시험기 등을 이용한 실험을 통해 산정하고자 하는 연구들이 진행되고 있다. 본 연구에서는 저응력 압밀시험기를 이용하여 구성관계를 산정하였고, 저응력 압밀시험기를 이용한 실험시 많은 시간이 소요되는 단점을 극복하고자 준설점토를 이용한 컬럼실험에서 얻어진 변수들을 바탕으로 초연약 준설매립점토의 구성관계를 산정할 수 있는 산정식에 대한 연구를 실시하였다 저응력 압밀 및 투수실험을 통해 준설점토의 구성관계를 파악할 수 있었고, 또한 침강 및 자중압밀 실험결과를 이용하는 구성관계 산정식을 통해 저응력 단계에 대한 구성관계를 얻을 수 있었으며, 저응력 압밀시험에서 얻어진 결과와의 연속성을 확인할 수 있었다. 따라서 본 연구의 산정식을 이용하여 간편하게 구성관계를 파악할 수 있었다. 본 연구의 구성관계 산정식을 이용하여 준설매립지반의 자중압밀현상을 예측에 이용할 수 있으리라고 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1992년도 가을학술발표회 논문집
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• pp.75-86
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• 1992

The elevation of reclamation work in the coastal area for the industrial complex is determined through the investigation and review of marine conditions, drainage plan and fill materials. The embankment to be constructed with crushed stone on the soft soil should be safe against the wave force, immediate and long term consolidation settlement, overturning and sliding due to self-weight and other forces. Because of lack of fill material from the borrow pit, the soft marine clay to be dredged shall be used as the reclamation material. And Paper Drain Board is used as the improvement method for the deep soft clay strata.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2002년도 봄 학술발표회 논문집
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• pp.491-498
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• 2002

Dredged and reclaimed soft clays form slurry state which is very high water content and very low shear strength, experience large self-weight consolidation, nonlinear compressibility and permeability phenomenon would take place. In this case, a material functions which represent variety effective stress-void ratio-permeability relation (especially very low effective stress), are should be determined to predict nonlinear finite strain consolidation phenomenon forehand In this study, large slurry consolidometer with a 380mm diameter and a 1400mm height which is able to consolidation and permeability test, was developed to determine material function of very soft clay with a 500% initial water content clay, self-weight consolidation and low stress level consolidation (1Kpa, 3Kpa, 6Kpa, 12Kpa) was conducted and after each consolidation step permeability test also conducted. after final consolidation step, a constant rate of strain consolidation was conducted with undisturbed sample obtained from the large consolidometer. On the above result, material function was determined and laboratory test was modelled to evaluate its validity, numerical analysis on th field was compared to other method.

• Nuclear Engineering and Technology
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• 제51권5호
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• pp.1444-1450
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• 2019

The fast-neutron shielding behaviour (FNSB) of two clay-materials (Ball clay and Kaolin)of Southwestern Nigeria ($7.49^{\circ}N$, $4.55^{\circ}E$) have been investigated using effective removal cross section, ${\Sigma}_R(cm^{-1})$, mass removal cross section, ${\Sigma}_{R/{\rho}}(cm^2g^{-1})$ and Mean free path, ${\lambda}$ (cm). These parameters decide neutron shielding behaviour of any material. A computer program - WinNC-Toolkit has been used for computation of these parameters. The toolkit evaluates these parameters by using elemental compositions and densities of samples. The proficiency of WinNC-Toolkit code was probe by using MCNPX and GEANT4 to model fast neutron transmission of the samples under narrow beam geometry, intending to represent the actual experimental setup. Direct calculation of effective removal cross section ($cm^{-1}$) of the samples was also carried out. The results from each of the methods for each types of the studied clay-materials (Ball clay and Kaolin) shows similar trend. The trend might be the fingerprint of water content retained in each of the samples being baked at different temperature. The compositions of each sample have been obtained by Particle-Induced X-ray Emission (PIXE) technique (Tandem Pelletron Accelerator: 1.7 MV, Model 5SDH). The FNSB of the selected clay-materials have been compared with standard concrete. The cognizance of various factors such as availability, thermo-chemical stability and water retaining ability by the clay-samples can be analyzed for efficacy of the material for their FNSB.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1023-1030
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• 2005

This study is an experiment paper about the ground improvement material which using the waste residual(slag and paper fly ash) by fire. we are research to concern according to the soil to mix the ground improvement material at show strength effectiveness. Also, we can expect a long time strength increase effectiveness as reduce the dryness contraction. They are distinguished to the clay of the reclamation ground and silty sand soil. We examined around an uniaxial compress test and scanning electron microscopy. The uniaxial stress increases according to the increase of the mixed ratio of ground improvement material and the water contents have been reduced the strength value. A clay's improvement effectiveness is big but in the silty sand soil to express small effectiveness. A ground improvement material mixing of the quantity to write can not expect the effect of Ettringite.

• KIEAE Journal
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• 제9권1호
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• pp.77-83
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• 2009

In this experiment, we used different addition ratio of the pigment and straw, to improve the decorative effect of the finishing touch while finding the kinds of clay colors taking on many sophisticated images, through the comparison between the various colors and textures of the surface. (1) To test the plaster material, added were the pigment of Red, Yellow, Black, and Green by the percentages of 0.5, 1, 1.5, 2, and 2.5, respectively, followed by the analysis of the color changes of the plaster material using the Photoshop (RGB). The results showed the bigger the addition ratio of the red color is, the higher the numeral values of RGB after it dried. However the brightness after drying didn't showed a big difference depending on the addition ratio. With the addition of the yellow pigment, the color difference between after and before drying was bigger in the order of Blue, Green and Red; the brightness increasingly rose while the saturation changed little. (2) When we scratched the plaster surface with U and V shape carving knives, the U knife didn't make a clean shape digging around the clay plaster material but with smooth textures, while the V knife made a clean cut, which represents its readily use in terms of the decorative function of the clay plaster. (3) In an experiment the surface texture was tested with different lengths and additions ratio of the straw, addition of 2cm straw by 1, 2, and 3% presented the most appropriate surface of the plaster.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.623-630
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• 2000

In this study, it was to investigate the possibility to use the converts slag, by product in producing steel as a substitute material with sand that is used fur a civil construction materials, in developing techniques to use converts slag to improve soft clay ground. To do this, it was investigated the physical and mechanical properties of the converts slag as a civil construction material. For this, cylindrical cell consolidation with a single vertical drains and large scale soil box test were performed. Through large scale soil box test, the applicability of the converts slag to the present vertical drain techniques which is dependent on sand and plastic drains was studied. As a result of that, it was found that the shape of inserted drains was maintained after completing a consolidation process of a soft clay with slag drains. In addition, we could find that the slag drains showed the similar results with sand drains in soft clay by analyzing the effect of acceleration of consolidation.