• Journal of the Mineralogical Society of Korea
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• v.26 no.4
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• pp.331-342
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• 2013

동아프리카 열곡대는 아라비아반도와 아프리카 북동부의 경계에서 부채꼴 형태로 남쪽으로 뻗은 대단층 함몰지구대이다. 아프리카 판 내부에 발달한 열곡대의 폭은 35~60 km이며 연장은 약 4,000km로 알려져 있다. 열곡대는 에티오피아에서 남서방향으로 발달하다 에티오피아 남부에서 동, 서 및 남서 열곡대로 나누어진다. 이 열곡대는 제3기초 올리고세(30~35 Ma)부터 에티오피아 북부 아파르 침강대를 중심으로 주 에티오피아 열곡대가 형성되고, 남쪽으로 확장되면서 마이오세에 활성화된다. 서부 열곡대는 동아프리카대지의 가장자리와 빅토리아 호의 서편을 따라 발달하며, 고각의 정단층에 의해 특징되는 전형적인 반지구대이다. 동부 열곡대(주 에티오피아 열곡대와 케냐 열곡대)는 30 Ma 전 화산활동과 지구조활동이 시작되었으나, 서부 열곡대는 Albert 호 북부에서 12 Ma 전에, Tanganyika 열곡에서는 7 Ma 전부터 시작되었다. 서부 열곡대의 남서 방향으로 분기된 남서 열곡대는 DR-콩고 남부와 잠비아의 Tanganyika 호에서부터 남서 방향으로 확장되어 보츠와나 Okavango 열곡대와 연결된다. 주 에티오피아 열곡대(MER)의 화산암류와 관련 퇴적암류는 지열, 소다회, 포타쉬(K), 천열수 금, 벤토나이트, 유황 및 부석자원으로 중요한 관련암으로 역할을 한다. 열곡관련 대표적인 광상으로는 Afar 열곡대에 분포하는 Danakhil K-광상과 Megenta 및 Blackrock 천열수 금광상이다. Danakhil K-광상은 제4기 화산활동과 높은 지열류에 의해 열곡대 내 분포하던 소금 선상지(salt fan)에서 증발작용에 의해 형성된 증발형 K-광상으로서 총 자원량은 약 12.6억톤으로 평가되었다. 이 광상에서는 4종의 K-광물인 실바이트, 카날라이트, 포리하라이트, 카이나이트가 산출한다. 아파르 침강대 내 분포하는 대표적인 천열수 금광상은 텐다호 지구대에 위치하는 Megenta 및 Blackrock 광상이다. 제4기에 EMR에서 산성의 과알칼리 화산활동에 의해 열수활동이 초래되어 현재까지도 활동하여 지열대가 형성되고, 저유황형금 광상들이 형성되었다. Megenta 저유황형 금 광상은 2009년 발견되었으며, 현재 영국의 Startex International사에 의해 탐사가 진행 중이다. 지금까지의 탐사 결과 옥수질 규화 변질암 분포지에서 5개의 광체가 분포하며, 그중 Hyena 광체에서는 규화 변질된 열수각력암에서 최고 16.75 g/t의 금 품위가 보고되었다. 동아프리카 열곡대의 서편인 부룬디에 분포하는 Gakara REE 광상은 카보너타이트 유형의 REE 광상이다. 이 광상은 $400km^2$ 면적 내 수 cm부터 수 m까지의 폭을 가지는 맥상 또는 망상세맥상의 광체를 형성한다. 주로 조립의 바스트너사이트와 모나자이트로 구성된다. 바스트너사이트의 형성시기는 $587{\pm}4Ma$인 신원생대로 알려져 있으며, 이 지역에 분포하는 카보너타이트와 알칼리암들이 신원생대에서 신생대까지의 광범위한 연대를 보이는 것은 동일한 구조선을 따라서 일어나는 반복되는 열곡활동으로 해석된다. 또한 REE, U, 인회석 자원의 관련암체로 생각되는 알카리 조면암(네펠린-조면암 포함)과 카보너타이트는 동아프리카 열곡대의 남동부 끝자락인 말라위와 모잠비크에 우세하게 분포한다.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.12 no.2
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• pp.107-119
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• 2014

The worldwide Status-of-Art survey for the in-situ experiments of the engineered barrier system for HLW underground disposal was performed as a preliminary action for the design of the in-situ demonstration at KURT. Some nations, which have executed or is ongoing the in-situ experiments at their underground research facilities, were summarized in this review. The demonstration projects reviewed were TBT/Sweden-France, LOT/Sweden, HE-E/Switzerland, PRACLAY/Belgium, FEBEX/Spain, HORONOBE/Japan, and BCE/Canada. The investigated items for the projects were mainly their purposes, constitutional structures, test conditions, monitoring parameters and the measuring tools, and test results. In this review, the hardware design and the assembling of the test system were more concentrated rather than their experimental results, because the purpose of this review is to achieve the necessary information for the practical design of the in-situ experiment to be installed at KURT. A mid scale in-situ demonstration of EBS at KURT, that is called IN-DBES, will be launched right after the completion the expanding project of KURT in 2015. It is hoped that the structural design, installing methods, hardware equipments required in the establishment of IN-DEBS will be referred on this review.

• Applied Chemistry for Engineering
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• v.10 no.2
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• pp.304-309
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• 1999

Aluminum-pillared clay was prepared by the intercalation of Al-hydroxy oligomer into domestic bentonite. The solid products are characterized by XRD, nitrogen adsorption/desorption, EDX, and SEM. The solid products show relatively high specific surface areas in the range of $104{\sim}228m^2/g$, and their specific surface area, micropore surface area, and micropore volume increase with increasing the mole ratio of OH/Al. From the results of pore size distribution calculated by BJH equation, it was found that aluminum-pillared clay also contains much mesopore near $40{\AA}$. These results indicate that Al-hydroxy oligomer was intercalated into bentonite, and aluminum oxide was pillared among the layers of bentonite, and micropore and mesopore was finally developed into layers. As OH/Al mole ratio increases, the thermal stability of aluminum-pillared clay increases. This result can be explained by the fact that the density of layers is increased due to the formation of aluminum pillars.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.17 no.4
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• pp.413-421
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• 2004

In this paper, a structural analysis for the pressurized water reactor(PWR) spent nuclear fuel disposal canister which is deposited under the 500m deep underground is carried out to predict the creep deformation of the canister while the underground water and swelling bentonite pressure are applied on the canister. Usually the creep deformation may be caused due to the Pressure and the high heat applied to the canister even though additional external loads are not applied to the canister. These creep deformations depend on the time. In this paper, oかy the underground water and bentonite swelling Pressure are considered for the creep deformation analysis of the canister, because the heat distribution inside canister due the spent fuel is not simple and depends on time. A proper creep function is adopted for the creep analysis. The creep analysis is carried out during $10^8$ seconds. The creep analysis results show that the creep strains are very small and these strains occur usually in the lid and bottom of the canister not in the cast iron insert. A much smaller strain is found in the cast iron insert. Hence, the creep deformation doesn't affect the structural safety of the canister, and also the creep stress which shows the stress relaxation phenomenon doesn't affect the structural safety of the canister.

• Journal of the Korean GEO-environmental Society
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• v.15 no.5
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• pp.67-74
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• 2014

In this study, a constant rate of strain test (CRS) and oedometer test was performed in order to study the consolidation characteristics to the liquid limit using a re-shaped clay which was preconsolidated at a constant pressure. Consolidation samples were made of kaolinite which was mixed with bentonite of 6 %, 9 %, 12 % and 15 % of it by weight and the test value of liquid limit of samples were appeared in 77 %, 84 %, 88 % and 91 % respectively. And then consolidation samples which were agitated sufficiently adding distilled water 2 times of liquid limit were preconsolidated in the condition of a constant pressure of 0.2 MPa. The oedometer test which is commonly used recently and the consolidation test of constant rate of strain which were applied in 0.001 %/min, 0.004 %/min, 0.01 %/min rate of strain according to ASTM, D4186-82 were performed and the preconsolidation pressures were compared and analyzed at 0.2 MPa preconsolidated pressure. As a result, in the case of low value of liquid limit, preconsolidation pressure was appeared same as 0.2 MPa preconsolidated pressure at the high speed strain rate, and in the case of high value of liquid limit, preconsolidation pressure was appeared same as 0.2 MPa preconsolidated pressure at the low speed strain rate.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.15 no.3
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• pp.471-480
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• 2002

In this paper, the thermal stress analysis of spent nuclear fuel disposal canister in a deep repository at 500 m underground is carried out for the basic design of the canister. Since the nuclear fuel disposal usually emits much heat, a long term safe repository at a deep bedrock is used. Under this situation, the canister experiences the thermal load due to the heat generation of spent nuclear fuels in the basket. Hence, in this paper the thermal stress analysis is executed using the finite element method. The finite clement code Eot the analysis Is not written directly, but a commercial code, NISA, is used because of the complexity of the structure and the large number of elements required for the analysis. The analysis result shows that even though the thermal stress is added to the stress generated by the hydrostatic underground water pressure and the swelling pressure of the bentonite buffer, the total stress is still smaller than the yield stress of the cast iron. Hence, the canister is still structurally safe when the thermal loads we included in the external loads applied on the canister.

• Clean Technology
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• v.22 no.4
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• pp.258-268
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• 2016

In this work, carboxymethylcellulose-based composite superabsorbent hydrogels were prepared by electron beam radiation. The composition of carboxymethylcellulose (CMC) varied from 4 wt%, 5 wt%, and 6 wt% to 7 wt% based on the amount of distilled water in the syntheses of hydrogels. Graphite oxide, reduced graphene oxide, activated carbon, and bentonite were used as additives for the synthesis of composite superabsorbent. The effect of CMC composition and the type of additives on the gel properties of the prepared hydrogels was investigated. In order to verify the functional groups in the prepared materials, Fourier transform infrared spectroscopy was used. In addition, mechanical strength, gel fraction, swelling kinetics, and equilibrium swelling ratios were measured for the prepared hydrogels. Swelling experiments were carried out in distilled water, urea solution, and physiological saline water. Prepared hydrogels were reused for 5 times, and gel fraction and swelling ratio were measured at every 24 hours. Among the prepared hydrogels, $C_{5%}GO$ and $C_{5%}rGO$ exhibited excellent mechanical property and relatively high swelling ratios for urea solution and physiological saline water with promising applicability as slow-release fertilizers.

• Korean Journal of Food Science and Technology
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• v.44 no.6
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• pp.736-742
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• 2012

In this study, the brewing and quality characteristics of a variety of honey and yeast strains in Korea were investigated. After fermenting acacia honey, chestnut honey, citrus honey, and mixed flower honey using commercial yeast, the quality changes during fermentation were investigated. Chestnut honey wine (mead) and mixed flower mead showed the highest ethanol contents of 11.9 and 11.3%, respectively after fermenting for 8 days at $25^{\circ}C$. Acacia mead and citron (Chinese lemon) mead showed 5.0 and 8.2% ethanol contents, respectively. Mixed mead, which fermented with acacia honey and mixed flower honey, in order to advance sensory properties, showed the best sensory properties, generating 10.9% ethanol, while another product with citron honey and mixed flower honey generated 11.1% of ethanol but with a lower sensory value. When adding corium peels to the mixed mead of acacia honey and mixed flower honey, the ethanol content was not increased by addition of corium peels into mixed mead, but its total acceptability was increased by addition of 2% corium peels. To check the mead clarification, it was treated with 0.6% of bentonite and filtered; then, its turbidity was observed over a storage period. The safe result for precipitation was shown at the condition of storing at $10^{\circ}C$ for 15 days with 0.24 NTU (Nepthelometric Turbidity Unit).

• Journal of The Korean Society of Grassland and Forage Science
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• v.33 no.4
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• pp.313-318
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• 2013

A study was conducted to determine if subacute ruminal acidosis (SARA) induced by feeding high level of non-structural carbohydrates results in increases in lipopolysaccharides (LPS) of peripheral blood in dairy cattle. In this experiment four Holstein steers, two of which having ruminal canulae with indwelling probes placed for measuring long term pH changes, were alloted into two dietary treatments in a cross-over design, where an acidogenic diet (AD) was formulated by including high amount of non-structural carbohydrates (NSC) based on corn silage and corn flake as TMR ingredients. Data for ruminal pH change and plasma LPS concentration were compared against normal diet (ND) which contained grass hay as forage and low NSC ingredients. Feeding AD for more than 14 days to animals brought about a pH change as low as less than 5.8 for more than 4 hours, which made good contrast to ND fed animals. Decreased ruminal pH also had an effect on LPS concentrations which showed significantly higher level for AD compared with ND. Therefore, plasma LPS concentration may be used as an effective indicator to verify acidosis whether it is acute or chronic. Na-bentonite and Propylene glycol, which are frequently included in dairy TMR as additives, helped decrease ruminal pH by buffering and then ultimately alleviates SARA. Therefore, it could also be helpful to lower the occurrence of laminitis which is often caused by increased blood endotoxin (LPS) concentration.

• Korean Journal of Soil Science and Fertilizer
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• v.40 no.1
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• pp.71-76
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• 2007

We investigated the effects of solution pH on swelling characteristics and relevant hydraulic conductivity of different particle sizes of Na-bentonite which have significantly high swelling capacity. The results showed that the time taken to reach the maximum swelling indexes for all pH levels ranged from 84 hours and 156 hours for pH 6.5 or above by NaOH and pH 3.5 by HCl, respectively. The maximum swelling index slightly increased with increasing particle size, while the maximum swelling indexes were less or approximately half of that of the indigenous Na-bentonite. The changes in swelling indexes before and after solution treatment were distinctive in acidic condition, especially in pH 3.5 by HCl while there were not much differences in alkali condition. For hydraulic conductivities of fully swelled Na-bentonite in a given solution pH, elution did not occur under pressure below 1 bar. But elution started as the pressure was raised to 1.5 bars or above after 500 seconds. The stabilized hydraulic conductivities observed from 1.5, 3.0, and 5.0 bars ranged from $7{\times}10^{-3}cm\;day^{-1}$ to $6{\times}10^{-3}cm\;day^{-1}$, indicating that the hydraulic conductivities were slightly higher in acidic condition than that of normal condition.