• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 3차
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• pp.55-60
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• 2010

Rockfill zones in CFRD consist typically of large granular materials, usually the maximum particle size up to several meters, which makes laboratory testing to determine the mechanical properties of rockfill difficult. Commonly, the design strength of the rockfills is obtained by scaling down the original rockfill materials and performing laboratory strength tests for the reduced size materials. The objective of the present study is to investigate the effect of particle size on the shear behavior and the strength for granular materials. A series of large-scale triaxial tests was conducted on large granular materials with the maximum particle size varying from 20 to 50mm. The test results showed that overall shear behaviors were similar between the samples with different particle sizes while there were slight differences in the magnitudes of the peak shear stress between the samples. In addition, a simulation of the granular material with the max. particle size of 20mm was performed using DEM code, $PFC^{2D}$, and compared with the test results. The deviatoric stress versus strain behaviors of experimental and numerical tests were found to be matched well up to the peak stress state.

• 한국지반공학회논문집
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• 제18권5호
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• pp.43-54
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• 2002

연약지반에 구조물을 시공하는 경우가 빈번해짐에 따라 연약지반 개량의 필요성이 증대하고 있다. Granular pile 공법은 연약한 점성토 지반이나 느슨한 사질토 지반의 개량에 사용되는 연약지반처리공법이다. 국내에서는 모래를 이용한 SCP공법은 종종 사용해 왔지만 쇄석을 이용한 Granular pile은 외국에 비해 그 사용실적이 미비한 실정이다. 그러나 모래자원의 고갈에 따른 환경적, 경제적 인 문제 때문에 모래 대신 이용할 수 있는 대체재의 필요성이 절실해지고 있다. 본 연구에서는 Granular pile 공법에 의해 개량된 연약한 점성토 지반의 거동 특성을 파악하기 위하여 모형토조를 이용한 하중재하 및 압밀시험을 실시하였다. 또한, Pile 재료로서 모래뿐만 아니라 쇄석을 이용한 실내모형시험으로 각각의 재료에 따른 지지력 특성 및 침하 특성, 배수 특성 등의 공학적 특성을 비교 평가하여 모래의 대체재로서 쇄석의 활용가능성을 검토하였다. 시험결과, 쇄석은 모래 재료에 비해 지지력증대와 침하저감효과가 크고, 유사한 간극수압특성을 보여 모래의 대체재료로서 쇄석의 활용이 가능하다고 판단된다.

• 한국세라믹학회지
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• 제36권9호
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• pp.937-945
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• 1999

반응결합 탄화규소(RBSC) 반응관을 보호하기 위하여, 반응결합 탄화규소 기판 위에 탄화규소를 1~10 범위의 입력기체비(${\alpha}=P_{H2}/P_{MTS}=Q_{H2}/Q_{MTS}$)와 1050~1300$^{\circ}C$범위의 증착온도에서 methyltrichlorosilane(MTS)로부터 수소분위기에서 저압화학기상법으로 증착하였다. 1250$^{\circ}C$의 증착온도에서 입력기체비가 감소함에 따라 증착속도는 증가하다가 감소하였다 입력기체비가 높을 때에는 (111) 우선배향성을 나타내고 과립형의 미세구조를 보이며, 입력기체비가 작을 경우에는 (220) 우선배향성을 가지는 마면주상의 미세구조가 관찰되었다. 증착온도가 증가함에 따라 입력기체비와 비슷하게 미세구조의 변화하는결과를 얻었으며, 이러한 결과는 증착기구의 변화와 밀접한 관련이 있다. 일정한 증착온도에서 입력기체비의 조정를 통하여 얻었으며, 이러한 결과는 증착기구의 변화와 밀접한 관련이 있다. 일정한 증착온도에서 입력기체비의 조절을 통하여 과립형과 미면주상의 미세구조를 함께 가지는 복층구조를 연속공정을 통하여 성공적으로 제조하였다.

• 한국표면공학회지
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• 제35권4호
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• pp.232-240
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• 2002

The composition and the microstructure of the Zn-Cr alloys electroplated in chloride bath with EDTA were studied according to electrolysis conditions. The cathode current efficiency decreased with increasing both Cr/(Cr+Zn) ratio and current density. The Cr content of the alloy deposits increased with Cr/(Cr+Zn) ratio and current density The phase structure of Zn-Cr alloy deposits changed from η-Zn through η-Zn+${\gamma}$'-ZnCr to ${\gamma}$'-ZnCr with increasing Cr content of alloys. The surface morphology of Zn-Cr alloy deposits changed from fine needle shaped crystallites through the mixed structure of needle-shaped and granular one to the colony structure with fine granular crystallites according to the change of phase structure

• Interaction and multiscale mechanics
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• 제5권4호
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• pp.369-383
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• 2012

In this paper, soil-structure interaction analysis has been presented for beams resting on multilayered geosynthetic-reinforced granular fill-soft soil system. The soft soil and geosynthetic reinforcements are idealized as nonlinear springs and elastic membranes, respectively. The governing differential equations are solved by finite difference technique and the results are presented in non-dimensional form. It is observed from the study that use of geosynthetic reinforcement is not very effective for maximum settlement reduction in case of very rigid beam. Similarly the reinforcements are not effective for shear force reduction if the granular fill has very high shear modulus value. However, multilayered reinforced system is very effective for bending moment and differential settlement reduction.

• 한국지반환경공학회 논문집
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• 제14권1호
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• pp.33-42
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• 2013

In this paper, a series of monotonic undrained shear tests were carried out on four kinds of sand-fine mixtures with various fines content. Two kinds of sands (Silica sand V3, V6) and fines (Iwakuni natural clay, Tottori silt) were mixed together in various proportions, while paying attention to the void ratio expressed in terms of sand structure $(F_c{\leq}F_{cth})$. The undrained shear strength of mixtures below the threshold fines content was observed so that as the plastic fines content increases, maximum deviator stress ratio decrease for dense samples while an increase is noted for loose samples. For non-plastic fines, the increase in the amount of fines leads to an increase in density of the soil, which results in an increase in strength. Then, the monotonic shear strength of the mixtures was estimated using the concept of granular void ratio. It was found that the shear strength of mixtures is greatly dependent on the skeleton structure of sand particles.

• 한국자기학회:학술대회 개요집
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• 한국자기학회 2007년도 동계학술연구발표회 및 스핀트로닉스와 나노물리에관한 국제심포지움
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• pp.74-76
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• 2007

• Journal of Microbiology and Biotechnology
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• 제26권1호
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• pp.99-109
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• 2016

We investigated the relation between the presence of geosmin in water and the bacterial community structure within the granular activated carbon (GAC) system of water treatment plants in South Korea. GAC samples were collected in May and August of 2014 at three water treatment plants (Sungnam, Koyang, and Yeoncho in Korea). Dissolved organic carbon and geosmin were analyzed before and after GAC treatment. Geosmin was found in raw water from Sungnam and Koyang water treatment plants but not in that from Yeoncho water treatment plant. Interestingly, but not surprisingly, the 16S rRNA clone library indicated that the bacterial communities from the Sungnam and Koyang GAC systems were closely related to geosmin-degrading bacteria. Based on the phylogenetic tree and multidimensional scaling plot, bacterial clones from GAC under the influence of geosmin were clustered with Variovorax paradoxus strain DB 9b and Comamonas sp. DB mg. In other words, the presence of geosmin in water might have inevitably contributed to the growth of geosmin degraders within the respective GAC system.

• Geomechanics and Engineering
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• 제12권4호
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• pp.639-655
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• 2017

The binary mixture consists of two types of granular media with different physical attributes and sizes, which can be characterized by the percentage of large granules by weight (P) and the particle size ratio (${\alpha}$). Researchers determine that two thresholds ($P_S$ and $P_L$) exist for the peak shear strength of binary mixtures, i.e., at $P{\leq}P_S$, the peak shear strength is controlled by the small granules; at $P{\leq}P_L$, the peak shear strength is controlled by the large granules; at $P_S{\leq}P{\leq}P_L$, the peak shear strength is governed by both the large and small granules. However, the thresholds of binary mixtures with different ${\alpha}$ values, and the explanation related to the inner details of binary mixtures to account for why these thresholds exist, require further confirmation. This paper considers the mechanical behavior of binary mixtures with DEM analysis. The thresholds of binary mixtures are found to be strongly related to their coordination numbers $Z_L$ for all values of ${\alpha}$, where $Z_L$ denotes the partial coordination number only between the large particles. The arrangement structure of the large particles is examined when P approaches the thresholds, and a similar arrangement structure of large particles is formed in both 2D and 3D particle systems.

• Applied Microscopy
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• 제24권1호
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• pp.1-10
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• 1994

The integumental secretory structure is exocrine unicellular gland located in the epidermis of goldfish, Carassius auratus, and divided into two groups, mucous and granular cells. By the histochemical studies of integumental secretions the mucos cells reacted for acidic polysaccharides, and the granular cells for neutral glycoprotein. According to concentration of the secretion the integumental mucous are gradually sulphated. The mucous cells are typical form of goblet cell located in the upper region of the epidermis, and membrane bounded vesicles of the mucous are observed several size and electron densities by the cellular differentiation. The granular cells in middle and lower epidermis are present syncitial forms occasionally, and contain electron dense granules sized $1.0{\mu}m$ which are accumulated in cytoplasmic process held the cells to the basal lamina. The precursors of the integumental secretory materials are originated from the rough endoplasmic reticulum and next transported through the Golgi apparatus as a form of membrane bounded vesicles. After accomplish this process mature secretions are extruded to integumental surface by the mechanism of merocrine secretion in response to nerve stimulations respectively.