• 한국제4기학회지
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• 제17권2호
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• pp.145-148
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• 2003

The Kunang cave paleolithic site is located at Tanyang [$N37^{\circ}2'$, $128^{\circ}21'E$], Chungbuk Province, which is in the Central part of the Korean peninsula. The cave is developed at 312 amsl in a karstic mountainous area. The South Han River flows across this region and other caves can also be found near the river. The site was discovered in 1986 and excavated 3 times by the Chungbuk National University Museum until now. The cave was wellpreserved from modem human activities until the first discovery. The full length of the cave is estimated to be ca. 140 m. However, a spacious part up to 11 m from the entrance has been excavated. Eight lithological units are divided over the vertical profile at a depth of 5 m. Each unit is deposited in ascending order as follow: mud layer (Unit 9), lower complex (Unit 8) which is composed of angular blocks and fragments with a muddy matrix, lower travertine layer (Unit 7； flowstone), middle complex (Unit 6; cultural layer) which is composed of fragments with a muddy matrix, middle travertine layer (Unit 5； flowstone), yellowish muddy layer (Unit 4), upper complex (Unit 3； cultural layer) which has a similar composition to Unit 8. the upper travertine layer (Unit 2； flowstone), and finally surface soil layer (Unit 1). The most abundant vestiges in the cultural layers are the animal bones. They are small fractured pieces and mostly less than 3 cm in length. About 3,800 bone pieces from 25 animal species have been collected so far, 90 percent of them belonging to young deers. Previous archaeological study of these bone pieces shows thatprehistoric people occupied the cavenot for permanent dwelling but for temporary shelter during their seasonal hunting activity. More extensive studies of these bones together with pollen analysis are in progress to reconstruct the paleoenvironment of this cave. Only a single date (12,500 BP) obtained from a U-Th measurement of the upper travertine layer was previously available. In spite of the importance of the cave stratigraphy, there was no detail chronological investigation to establish the depositional process of the cultural layers and to understand the periodic structure of the cave strata, alternating travertine floor and complex layers. We have measured five 14C age dating (38900+/-1000, 36400+/-900, 40600+/-1600, more than 51000 and 52000 14C BP) using Seoul National University 14C AMS facility, conducted systematic process of the collagen extraction from bone fragments samples. From the result, we estimate that sedimentation rate of the cave earth is constant, and that the travertine layers, Unit 2 and Unit 3, was formed during MIS 5a(ca. 80 kBP) and MIS 5c (ca. 100 kBP) respectively. The Kunang Cave site is located at Yochonli of the region of Danyang in the mid-eastern part of Korea. This region is compased of limestones in which many caves were found and the Nam-han river flows meanderingly. The excavations were carried out three times in 1986, 1988, and 1998.

• 한국도로학회논문집
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• 제13권1호
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• pp.185-195
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• 2011

항공기 관련 사고는 많은 인명피해 및 물질적 손해가 크게 발생한다. 현재 국내 항공기 활주로 관련 사고는 전체 사고의 28%를 차지하고 있으며, 국제적으로 33%의 항공기 활주로 사고가 발생하였다. 이러한 사고를 예방하기 위하여 FAA에서는 규정에 미치지 못하는 활주로 종단안전구역에 과주방지 포장시스템의 설치를 의무화하고 있으며, 안전성 확보를 위하여 활주로 종단안전구역이 규정에 만족하더라도 과주방지 포장시스템의 설치를 권고하고 있다. 이러한 국제적 정세에 맞추어 국내에서도 과주방지 포장시스템에 대한 연구가 진행되고 있으며 과주방지 포장시스템의 국내 도입에 대한 절차도 이루어지고 있다. 이에 따라 본 연구에서는 과주방지 포장시스템에 대한 합리적인 성능평가를 하기위하여 FAA에서 사용하고 있는 ARRESTOR 프로그램과 3차원 비선형 동적해석이 가능한 LSDYNA를 이용하여 항공기의 활주로 과주에 따른 제동거리, 견인력, 수직력 및 관입량을 비교하였다. 해석 결과 제동거리는 비슷하게 해석되었고, 견인력 및 수직력은 다소 차이가 발생하였으나 경향은 비슷하게 도출되었다. 추후 다양한 항공기 조건 및 포장재료의 특징을 고려한 3차원 시뮬레이션 해석이 필요하며, 지속적인 시뮬레이션 해석 기법을 개발하여 보다 정확한 해석방법을 개발할 필요가 있다.

• 한국초전도ㆍ저온공학회논문지
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• 제15권2호
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• pp.34-38
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• 2013

AC Losses for face to face stacks of four identical coated conductors (CCs) were numerically calculated using the H-formulation combined with the E-J power law and the Kim model. The motive sample was the face to face stack of four 2 mm-wide CC tapes with 2 ${\mu}m$ thick superconducting layer of which the critical current density, $J_c$, was $2.16{\times}10^6A/cm^2$ on IBAD-MgO template, which was suggested for the mitigation of ac loss as a round shaped wire by Korea Electrotechnology Research Institute. For the calculation the cross section of the stack was simply modeled as vertically aligned 4 rectangles of superconducting (SC) layers with $E=E_o(J(x,y,t)/J_c(B))^n$ in x-y plane where $E_o$ was $10^{-6}$ V/cm, $J_c$(B) was the field dependence of current density and n was 21. The field dependence of the critical current of the sample measured in four-probe method was employed for $J_c$(B) in the equation. The model was implemented in the finite element method program by commercial software. The ac loss properties for the stacks were compared with those of single 4 cm-wide SC layers with the same critical current density or the same critical current. The constraint for the simulation was imposed in two different ways that the total current of the stack obtained by integrating J(x,y,t) over the cross sections was the same as that of the applied transport current: one is that one fourth of the external current was enforced to flow through each SC. In this case, the ac loss values for the stacks were lower than those of single wide SC layer. This mitigation of the loss is attributed to the reduction of the normal component of the magnetic field near the SC layers due to the strong expulsion of the magnetic field by the enforced transport current. On the contrary, for the other case of no such enforcement, the ac loss values were greater than those of single 4cm-wide SC layer and. In this case, the phase difference of the current flowing through the inner and the outer SC layers of the stack was observed as the transport current was increased, which was a cause of the abrupt increase of ac loss for higher transport current.

• 한국진공학회지
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• 제16권4호
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• pp.291-297
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• 2007

본 연구에서는 Ag-Cu합금 코팅에 의한 탄소나노튜브의 전계방출특성 변화를 연구하였다. 화학기상증착 방법을 사용하여 수직 성장시킨 탄소나노튜브에 직류 마그네트론 스퍼터를 이용하여 Ag-Cu합금을 증착하였고, 열처리 전 후의 탄소나노튜브의 표면형상 변화와 전계방출특성에 변화를 연구하였다. 연구결과 Ag-Cu합금 코팅으로 전계방출 문턱전압이 현저히 낮아졌으며 전류밀도는 $6V/{\mu}m$의 인가전압 하에서 약 5배 향상된 것을 확인하였다. 또한 Ag-Cu합금이 코팅된 탄소나노튜브는 산소가 많이 포함된 분위기에서도 안정적인 전계방출 특성을 보였으며, 이는 Ag-Cu합금 코팅이 분위기 진공에 상존하는 산소기체가 탄소나노튜브를 공격하는 것을 막아주는 역할을 하여 열악한 분위기에서도 전계방출이 안정적으로 발생하였기 때문인 것으로 생각된다.

• 자원환경지질
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• 제49권4호
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• pp.269-280
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• 2016

지역에 최적화된 스레피안 구면함수(spherical Slepian function)를 활용하여 남극을 중심으로 반경 $20^{\circ}$ 범위의 지역에 지각 자기이상의 3개의 방향 성분과 6개의 구배성분들을 표현하였다. 2013년 11월 유럽 항공 우주국이 발사한 3개의 자력 위성인 Swarm은 궤도 전개를 통해 동서 방향의 구배값은 물론 남북 및 수직방향의 구배값을 얻을 수 있도록 계획하였다. 이미 발사된 여러 중력위성들(i.e., GRACE and GOCE) 역시 이러한 구배값을 활용하여 보다 정확한 중력 이상값 및 지표에서의 시간에 따른 중력변화 연구등을 수행해 왔으나 자력 위성자료를 통해서는 많은 연구들이 이루어지고 있지 않는 상태이다. 한편 지역화 모델링은 관심 지역 또는 자료 분포의 제한인 지역인 경우에 활용될 수 있다. 또한 전지구 모델보다 효율적인 연산이 가능하여 위성자료로부터 고해상도의 지각 자기이상값을 표현할 수 있다는 장점을 지니고 있다. 또한 기존의 전지구 구면조화함수의 선형 결합으로 이루어진 기저함수들은 서로 직교성(orthogonality)이 유지되므로 스레피안 구면함수의 계수를 전지구 구면조화함수의 계수로 변환이 가능하여 스펙트럼 분석에 활용할 수 있다. 따라서 Swarm 위성자료의 구배 성분을 이용한 지역화 모델링 방법은 앞으로 많은 활용이 기대되며 여기서는 Swarm 위성자료로부터 얻어진 지각 자기이상값의 전지구 조화함수 계수 모델을 사용하여 자기이상의 방향성분과 구배성분을 유도하고 이를 스레피안 구면 조화함수에 적용하여 관심지역인 남극지역의 방향 성분과 구배 성분을 표현하고 이에 대한 결과를 토의 하고자 한다.

• 대한수학교육학회지:수학교육학연구
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• 제9권1호
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• pp.81-109
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• 1999

This study aims to reflect the basic principles and teaching-teaming principles of Realistic Mathematics Education in order to suppose an way in which mathematics as an activity is carried out in primary school. The development of what is known as RME started almost thirty years ago. It is founded by Freudenthal and his colleagues at the former IOWO. Freudenthal stressed the idea of matheamatics as a human activity. According to him, the key principles of RME are as follows: guided reinvention and progressive mathematisation, level theory, and didactical phenomenology. This means that children have guided opportunities to reinvent mathematics by doing it and so the focal point should not be on mathematics as a closed system but on the process of mathematisation. There are different levels in learning process. One should let children make the transition from one level to the next level in the progress of mathematisation in realistic contexts. Here, contexts means that domain of reality, which in some particular learning process is disclosed to the learner in order to be mathematised. And the word of 'realistic' is related not just with the real world, but is related to the emphasis that RME puts on offering the students problem situations which they can imagine. Under the background of these principles, RME supposes the following five instruction principles: phenomenological exploration, bridging by vertical instruments, pupils' own constructions and productions, interactivity, and interwining of learning strands. In order to reflect how to realize these principles in practice, the teaming process of algorithms is illustrated. In this process, children follow a learning route that takes its inspiration from the history of mathematics or from their own informal knowledge and strategies. Considering long division, the first levee is associated with real-life activities such as sharing sweets among children. Here, children use their own strategies to solve context problems. The second level is entered when the same sweet problems is presented and a model of the situation is created. Then it is focused on finding shortcomings. Finally, the schema of division becomes a subject of investigation. Comparing realistic mathematics education with constructivistic mathematics education, there interaction, reflective thinking, conflict situation are many similarities but there are alsodifferences. They share the characteristics such as mathematics as a human activity, active learner, etc. But in RME, it is focused on the delicate balance between the spontaneity of children and the authority of teachers, and the development of long-term loaming process which is structured but flexible. In this respect two forms of mathematics education are different. Here, we learn how to develop mathematics curriculum that respects the theory of children on reality and at the same time the theory of mathematics experts. In order to connect the informal mathematics of children and formal mathematics, we need more teachers as researchers and more researchers as observers who try to find the mathematical informal notions of children and anticipate routes of children's learning through thought-experiment continuously.

• 한국철도학회논문집
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• 제18권3호
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• pp.261-269
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• 2015

자갈궤도에서 레일과 침목을 연결하는 체결장치의 레일패드 강성이 증가함에 따라 윤중이 증가하고 궤도틀림진전이 증가되어 궤도유지보수비가 증가하게 된다. 반면에 레일패드강성이 감소하면 차량운행에 따른 전력소모비가 증가하게 된다. 따라서 자갈궤도 설계 시에 차량과 궤도 및 운영조건을 고려하여 궤도유지보수비와 전력소모비를 가급적 작게 할 수 있는 적정 레일패드강성을 결정하는 것은 철도 경제성 확보차원에서 중요한 과제라 할 수 있다. 본 연구에서는 $L{\acute{o}}pez$ Pita 등이 제시한 자갈궤도에서의 최적레일패드 강성을 평가하는 프로세서를 기초로 적정 레일패드강성 범위를 구하였다. 연구결과에 중요한 영향을 주는 레일패드강성에 따른 윤중변화를 보다 정확하게 평가하기 위하여 궤도구성품의 거동특성을 보다 상세하게 고려할 수 있는 고도화된 수치해석적 기법을 사용하여 평가하였다. 또한 국내에서의 차량, 궤도 운영조건을 고려함으로써 국내에서 궤도설계에 적용할 수 있는 적정 레일패드강성 범위를 도출하였다.

• Restorative Dentistry and Endodontics
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• 제13권2호
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• pp.337-348
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• 1988

The purpose of this study was to examine the fracture strength and characteristics of teeth with MOD cavity preparation. Freshly extracted sound maxillary premolars were cleaned and stored in normal saline solution $37^{\circ}C$ for 72 hours before experiments. The roots of teeth were embedded in a self-curing resin, and the exposed crown were maintained in a vertical position by a modelling wax in a brass ring. The MOD cavities were prepared with No. 57 carbide bur under high speed to a depth of 2.0mm and a width of 2.0mm(Fig.1). All the prepared teeth specimens were divided into 7 groups according to the mode of cavity form and restorative materials (Table 1, 2): Group I, unpreapred, intact teeth as control Group II, prepared cavity without restoration Group III, prepared teeth restored with amalgam Group IV, prepared teeth restored with composite resin (P-10) Group V, prepared teeth with beveled enamel margins restored with composite resin (P-10) Group VI, prepared teeth restored with light-cured composite resin (P-30) Group VII, prepard teeth with beveled enamel margins restored with light-cured composite resin (P-30) After placement of restorations, all of the specimens were stored in water at $37^{\circ}C$ for 72 hours before testing. All of the specimens were tested on the Instron Universal Testing machine (No. 6025) in order to evaluate the strength of fracture. One metal ball 5.0mm in diameter contacting the specimens parallel to the occlusal surface was used to in this study (Fig. 1). The fracture characteristics of the specimens were examined with naked eye and in the scanning electron microscope (JSM-20). The results obtained from this study were as follows: 1. The mean fracture strength was the highest in group VI and that in group II was the lowest. 2. The progress of crack of teeth propagated into the pulp cavity. 3. In case of the group of the restored teeth, the crack occurred to be accompanied with cuspal fracture. 4. The crack of restored teeth was initiated along the pulpo-axial line angle of the cavity.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.133-144
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• 2009

Incheon Bridge, 18.4 km long sea-crossing bridge, will be opened to the traffic in October 2009 and this will be the new landmark of the gearing up north-east Asia as well as the largest & longest bridge of Korea. Incheon Bridge is the integrated set of several special featured bridges including a magnificent cable-stayed girder bridge which has a main span of 800 m width to cross the navigation channel in and out of the Port of Incheon. Incheon Bridge is making an epoch of long-span bridge designs thanks to the fully application of the AASHTO LRFD (load & resistance factor design) to both the superstructures and the substructures. A state-of-the-art of the geotechnologies which were applied to the Incheon Bridge construction project is introduced. The most Large-diameter drilled shafts were penetrated into the bedrock to support the colossal superstructures. The bearing capacity and deformational characteristics of the foundations were verified through the world's largest static pile load test. 8 full-scale pilot piles were tested in both offshore site and onshore area prior to the commencement of constructions. Compressible load beyond 30,000 tonf pressed a single 3 m diameter foundation pile by means of bi-directional loading method including the Osterberg cell techniques. Detailed site investigation to characterize the subsurface properties had been carried out. Geotextile tubes, tied sheet pile walls, and trestles were utilized to overcome the very large tidal difference between ebb and flow at the foreshore site. 44 circular-cell type dolphins surround the piers near the navigation channel to protect the bridge against the collision with aberrant vessels. Each dolphin structure consists of the flat sheet piled wall and infilled aggregates to absorb the collision impact. Geo-centrifugal tests were performed to evaluate the behavior of the dolphin in the seabed and to verify the numerical model for the design. Rip-rap embankments on the seabed are expected to prevent the scouring of the foundation. Prefabricated vertical drains, sand compaction piles, deep cement mixings, horizontal natural-fiber drains, and other subsidiary methods were used to improve the soft ground for the site of abutments, toll plazas, and access roads. Light-weight backfill using EPS blocks helps to reduce the earth pressure behind the abutment on the soft ground. Some kinds of reinforced earth like as MSE using geosynthetics were utilized for the ring wall of the abutment. Soil steel bridges made of corrugated steel plates and engineered backfills were constructed for the open-cut tunnel and the culvert. Diverse experiences of advanced designs and constructions from the Incheon Bridge project have been propagated by relevant engineers and it is strongly expected that significant achievements in geotechnical engineering through this project will contribute to the national development of the longspan bridge technologies remarkably.

• 한국건설관리학회논문집
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• 제17권5호
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• pp.45-53
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• 2016

최근 주택법 개정에 따른 수직증축에 의한 세대수 증가가 허용되어짐에 따라, 1기 신도시인 분당, 평촌 등의 아파트 단지를 중심으로 세대수 증가형 리모델링 사업이 활발하게 추진 중에 있다. 하지만, 세대간 경계 내력벽 철거 금지, 허용된 용적율 증가에 따른 인접건물의 일조권 변화 등 리모델링 사업 프로세스 상의 불확실성 요인들 때문에 사업추진이 원활하게 진행되지 못하고 있는 실정이다. 따라서 본 논문은 이러한 불확실성 요인들을 해소하여 사업추진이 원활하게 진행될 수 있도록 세대수 증가형 리모델링 사업에 대한 프로세스 모델을 제시하고자 한다. 이러한 프로세스 모델을 제시하기 위하여 먼저, 주택법에서 명시된 프로세스에 대한 요구사항들을 분석하고, 이를 바탕으로 현행 세대수 증가형 리모델링 사업의 프로세스 모델을 제시한다. 다음으로 현행 프로세스 상의 불확실성 요인들과 원활한 사업진척을 위한 기타 제도개선 사항들을 전문가 인터뷰를 통하여 파악하고 제도개선안을 마련한다. 마지막으로 이러한 제도개선안들을 적용 기존 프로세스를 개선하여 수정된 세대수 증가형 리모델링 사업 프로세스 모델을 제안한다. 이 모델은 정부가 주택법을 개정하는데 도움을 줄 수 있으며, 리모델링 조합의 사업 추진을 좀 더 원활하게 할 것이다.