• 한국정밀공학회지
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• 제28권10호
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• pp.1131-1140
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• 2011

A new rotary gravure-offset printing unit is constructed by paralleling a gravure plate cylinder, a blanket cylinder and a impression roller. A Muti-Unit Gravure-Offset Printing Press(MUGOP) equipped with a series of the 3 printing units is utilized for roll-to-roll fine printing. Its core technology is precise over-piling printing of fine patterns. The severe problems of 'slurring' and 'doubling' in typical offset printing are unavoidable, which can be eliminated by applying a soft pad-type blanket cylinder and the unique 'true rolling' technique. Nip pressure between the blanket cylinder and the plate cylinder is measured by the constant pressure control system which equipped with load cells attached on the cylinders' axes. The running circumference of the blanket cylinder is increased to reach the same circumference of the plate cylinder as the pressure increasing, so that the specifications of the blanket cylinder is determined by the relationships of its shore hardness, diameter and nip pressure. When a softer blanket is used, a blanket cylinder of smaller diameter could give higher nip pressure. Realization of the true rolling technique on the MUGOP makes multilayer printing possible as well as fine printing in printed electronics.

• 지구물리와물리탐사
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• 제11권1호
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• pp.34-40
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• 2008

수중 탄성파 굴절법 탐사는 최신 해석 방법들과 함께 호주 연안지역의 천부해양탐사와 지질공학적인 조사에 중요한 기여를 하고 있다. 일련의 사례연구들은 호주의 다양한 지역에서 도하(river crossing)나 항구 기반시설 사업들에 적용된 연속적이고 정적인(static) USR 방법들의 최근 응용들을 보여주고 있다. 시드니에서 수행된 바닥에 설치하는 수신기를 이용한 정적인 USR과 시추공 탄성파 영상은 Land Cove강을 가로지르는 터널공사의 위험을 줄일 수 있는 개선된 지질공학적인 모델들을 개발하는데 도움이 되었다. 멜버른에서는 일반적인 부머(boomer)를 이용한 반사법탐사와 송신원, 수신기를 바닥 근처에 설치한 연속적인 USR의 결과를 결합하여 지하의 다양하게 풍화된 현무암 흐름(flow)에 대해 더 잘 알 수 있었으며, Geelong 항구에서 항로 개선을 위한 준설작업 평가에 도움을 주었다. 연속적인 USR과 넓은 간격을 가지고 설치된 시추공의 정보에 의한 모래(sand)의 품질 평가는 Brisbane 항구의 간척 개발에 이용 가능한 모래 자원의 상업적 결정을 내리는데 도움이 되었다. 호주 연안의 퇴적층에는 낮은 속도의 매질 안에 수평 방향으로 발달이 제한되고, 높은 속도를 가진 덮개층(cap layer)의 특성을 가진 땅속에 묻혀있는 산호초(reef)와 단단한 층들이 존재한다 만약 이러한 특징들을 인식하지 않으면 깊은 곳에 존재하는 굴절면의 심도 결정에 큰 오차를 가져 올 수 있다. Fremantal 부근 앞바다의 제안된 파이프 라인 루트를 따라 얻은 연속적인 USR 자료에 파면 eikonal 토모그라피를 이용한 진보된 굴절파탐사 역산을 적용한 결과 이들 층들과 그 밑에 존재하는 기반암의 굴절면이 정확하게 영상화되었다. 정적인 USR과 위와 동일한 해석 방법이 깊은 Piling을 필요로 하는 새로운 정박 장소로 제안된 서부 호주의 북쪽 지역에서 물속의 퇴적층과 경화층들 밑에 존재하는 화강암 표토를 영상화하는데 사용되었다. 이 결과를 통해 piling을 위해 좀 더 좋은 지역들을 발견할 수 있었으며 전체적인 파일(pile) 길이를 줄일 수 있었다. USR은 경제 성장이 지속되고 더 나은 해석법들의 개발됨에 따라 호주 연안 지역의 천부해양탐사나 지반조사에 많이 쓰일 것으로 예상된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.571-578
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• 2009

Recently, micropiling techniques are increasingly applied in foundation rehabilitation/underpinning and seismic retrofitting projects where working space provides the limited access for conventional piling methods. Micropiling techniques provide environmental-friendly methods for minimizing disturbance to adjacent structures, ground, and the environment. Its installation is possible in restrictive area and general ground conditions. The cardinal features that the installation procedures cause minimal vibration and noise and require very low ceiling height make the micropiling methods to be commonly used for underpin existing structures. In the design point of view, the current practice obligates the bearing capacity of micropile to be obtained from skin friction of only rock-socketing area, in which it implies the frictional resistance of upper soil layer is ignored in the design process. In this paper, a new micropiling method and its verification studies via field installation are presented. The new method provides a specific way to grout bore-hole to increase frictional resistance between surrounding soil and pile-structure and it allows to consider the skin friction of micropiles for upper soil layer during design process.

• 한국지반공학회지:지반
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• 제8권3호
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• pp.75-88
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• 1992

본 연구는 삼국시대로부터 각종 구조물을 축조할 때 구조물의 안정을 기하기 위하여 구조물별로 어떠한 기기공법을 사용하였는지 적적을 통하여 검토하였다. 조사결과 기원전후에 이미 각종 구조물의 형태와 지반조건을 감안하여 다양한 기초공법이 적용되어 왔음을 알 수 있다. 이들 고대 기초공법을 형식별로 분류하여 보면 하중이 큰 구조물에는 판축기기, 성곽 등 하중이 넓게 분포된 구조물에는 보토다짐 기초, 일반건축물에는 적심기초, 궁궐 등 특수건축물에는 장대석기초, 교량 등 습지에는 말뚝기초등이 사용되었다. 그리고 이러한 기초공법들이 오늘날의 관점에서 어떠한 의미를 갖는지에 대하여 검토하였다.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 1996년도 사용종료 매립지의 안정화 에 관한 국제 세미나
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• pp.87-95
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• 1996

The stabilization and reclamation of old disposal sites is becoming more important as significant numbers of disposal sites are closed and abandoned. This technical paper covers an overview of the key issues and methodologies for stabilizing and constructing facilities on old landfills. The slide portion of this presentation also include photographs showing actual construction activities. The key issues that are prevalent in remediating and closing old landfills are : correcting the stormwater flow, leachate breakout, constructing cover caps, controlling landfill gas migration and odors, cleanup groundwater and stabilizing side slopes. Some key techniques for constructing facilities on old landfills include： use of piling, installation of active landfill gas systems, providing LFG barriers under buildings, using utilidors and flexible utility interfaces and designing for site settlement. This Paper provides proven conceptual methods for solving these problems.

• 한국지반공학회지:지반
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• 제13권2호
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• pp.137-154
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• 1997

한계상태설계법상에서 말뚝기초는 상부구조물의 안정성과 공용성에 근거하여 지지력과 침하 량을 만족하도록 설계되어야한다. 본 논문에서는 공용성을 검토하기위해 과압밀된 점토지반에 위치한 9본의 군말뚝과 2본의 단말뚝에 대하여 실무에서 많이 이용되고 있는 예측식과 현장에서 수행한 피조콘 자료를 이용하여 침하량을 산정했다. 지반에 따라 공간적으로 변화하는 탄성계수가 침하예측에 미치는 영향을 간략히 조사했다. 예측방법으로는 단순탄성론적 예측식 인 베직법 (Vesic's method)과 풀러스법 (Poulos'B method)을 이용했으며 산정된 침하량을 실지 말뚝재하실험을 통해서 계측한 것과 비교한 결과 대부분 과다하게 예측했고 지반의 탄성계수를 직선적으로 가정한 같파는 침하계산에 큰 영향은 미치지 않는 것으로 판단되었다.

• 한국도서관정보학회지
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• 제12권
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• pp.133-160
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• 1985

In college or university libraries, the data of dissertations is one of the important academic information data. But traditional cataloging rules of dissertations and the method of operation is not only didn't unify but also fit to actual circumstances of library. This reason make librarians waste of time and the situation about piling up of unprocessed data don't make library services properly. In this papers, to analyze the above mentioned problems, I have investigated with questionaries about actual examples of construction methods of call number and item describing form of dissertations which is being used now in every college library in Korea. With the replied 61 questionaries which was compared with and investigated to merits and faults about library itself, I have showed revision ways. The characteristics of the revision ways are the followings. 1) Deleted informal and unmeaning descriptions and simplified describing. 2) Recommended to operating one or two kinds describing items which are only necessary. 3) Made call number specifically and then it make us easy to identify data and simultaneously call number can do its original action. 4) shelving range of data is made to colleges, years, departments, majors but in same departments, author's name is recommended by Korean alphabetical ordering. Besides, for proper and systematic management and operating of data. It must be necessary to recommend that reading systems of closed shelves type, incoming and outgoing and shelving by fulltime exclusive charged librarian, separate management of items and data are recommended.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2007년 가을학술발표회
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• pp.514-527
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• 2007

Earth reinforcement techniques are used worldwide and offer proven solutions to a wide range of geotechnical engineering problems. Here in this paper, recent developments of three major reinforced soil retaining wall methods in Japan were introduced in order to show how the current situation of this technique in Japan is. And the statistical data for the volume of the use was also shown, such as the total volume of the use, the scales of the structures, layout of the earth reinforcement, fill materials, and foundation conditions. Some of the case histories were also introduced with photographs and figures. And then, as one of recent research activity by the author, the study on the application of X-ray CT for the problem of earth reinforcement method combined with other method such as piling and soil improvement was introduced. In this study, a series of model test for several reinforced ground with geogrids was conducted using a newly developed test apparatus. Then, the behavior in the soil box was scanned after settlement using X-ray CT scanner. Based on these test results, the reinforcing effect by the geogrids and the soil arching effect over the pile heads was discussed precisely and those are done in 3-D with nondestructive condition. Finally, the effectiveness of the use of X-ray CT scanner in geotechnical engineering was promised.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2007년도 하계학술대회 논문집 Vol.8
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• pp.502-502
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• 2007

Current thin film process using memory device fabrication process use expensive processes such as manufacturing of photo mask, coating of photo resist, exposure, development, and etching. However, direct printing technology has the merits about simple and cost effective processes because inks are directly injective without mask. And also, this technology has the advantage about fabrication of fine pattern line on various substrates such as PCB, FCPB, glass, polymer and so on. In this work, we have fabricated the fine and thick metal pattern line for the electronic circuit board using metal ink contains Ag nano-particles. Metal lines are fabricated by two types of printing methods. One is a conventional printing method which is able to quick fabrication of fine pattern line, but has various difficulties about thick and high resolution DPI(Dot per Inch) pattern lines because of bulge and piling up phenomenon. Another(Second) methods is sequential printing method which has a various merits of fabrication for fine, thick and high resolution pattern lines without bulge. In this work, conductivities of metal pattern line are investigated with respect to printing methods and pattern thickness. As a result, conductivity of thick pattern is about several un.

• BMB Reports
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• 제51권9호
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• pp.427-428
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• 2018

Based on the piling reports of disruptions in the thalamus of patients with schizophrenia, the alteration in the thalamo-cortical system has been regarded as the core pathophysiology. As the thalamus is composed of distinctive nuclei with different cytoarchitecture and cortical connections, nuclei specific investigations have been actively conducted in post-mortem studies. In addition, the importance of early changes has been highlighted, which in turn has led to investigations of the thalamo-cortical system using non-invasive neuroimaging methods. From this perspective, the early structural changes in the thalamo-cortical system, such as the thalamo-cortical connection and nuclei specific microstructural changes (which are coherent with findings from post-mortem methods) will be briefly discussed. The main findings, which are the reduced thalamo-prefrontal connection and reduced microstructural complexity in the higher-order nuclei detected in first-episode psychosis patients, suggest the occurrence of early alterations within and between the communication hub of the brain and cortex. These findings suggest not only directions for further studies for unveiling the thalamo-cortical system related pathophysiology, but also the possibility of using the reduced microstructural complexity in the higher order nucleus as a biomarker for schizophrenia.