• 한국환경과학회지
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• 제16권7호
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• pp.771-778
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• 2007

This study has been conducted to achieve the following objectives: First, in order to understand the horizontal propagation and attenuation characteristics for the railroad traffic noise, we selected areas within 100 meters away from the railroad and then selected Saemaul-ho and Mugoongwha-ho as the subjects for our experiment. In this way, we analyzed the horizontal propagation and attenuation characteristics for the traffic noise occurring in diversified areas. Second, in order to understand the vertical propagation and attenuation characteristics for the railroad traffic noise, we measured and analyzed the distributional characteristics of vertical sound pressure levels on each floor of multi-storied apartment buildings according to changes of traffic load and types, and the existence or nonexistence of soundproof walls. For the case of the railroad traffic noise, we also selected Samaul-ho and Mugoongwha-ho as the subjects for our experiment, and we measured and analyzed the different noise levels on each floor of multi-storied apartment buildings from the soundproof wall. The results of Horizontal propagation and attenuation characteristics for the railroad traffic noise are as follows: In cases of the flat land, cutting land, and bridge area, as distance increases, the sound pressure level steadily decreases. The sound pressure level for the bridge area is higher than that of the flat land with a measurement of $5.5{\sim}10.2\;dB(A)$. Vertical propagation and attenuation characteristics for the railroad traffic noise are as follows: The amount of sound pressure level decrease is $14.2{\sim}14.8\;dB(A)$ for Samaul-ho and $13.5{\sim}14.3\;dB(A)$ for Mugoongwha-ho when measuring the vertical sound pressure levels at heights lower than 4.5 m, which indicates a fairly large decrease. At 6 m, the amount of decrease is 8.6 dB(A) for Samaul-ho and 8.2 dB(A) for Mugoongwha-ho, which indicates a small decrease.

• 한국수자원학회논문집
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• 제45권7호
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• pp.643-656
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• 2012

최근 기후변화에 따른 집중호우의 증가 및 무분별한 유역개발에 의한 산사태 발생빈도 및 재해복구비용이 증가하고 있는 추세이다. 본 연구에서는 2011년 7월에 발생한 서울시 우면산 지역을 대상으로 뿌리 점착력을 고려한 GIS기반의 무한사면안정모형을 이용하여 사면안정해석을 수행하였다. 무한사면안정모형의 중요 매개변수인 습윤지수의 공간분포화를 위해 비 집수면적 개념을 도입하였으며, 세가지 기법(일방향 흐름기법, 다방향 흐름기법, 무한방향 흐름기법)를 이용하여 비 집수면적을 산정하고, 각 기법에 따른 대상유역내의 격자별 사면안전율의 변화양상을 분석하였다. 또한, 기존의 무한사면안정모형을 이용한 사면안정 해석에 일반적으로 적용되고 있는 공간집중형 습윤지수 결과와의 비교를 통하여 우면산 지역의 사면안정 해석의 차이점을 비교 분석하였다. 무한사면안정모형을 이용하여 산정된 사면안전율 분석결과, 거주지 주변의 절개지 부근과 산지정상부근의 급경사지에서 불안정 지역이 집중적으로 분포하고 있음을 확인하였으며, IFD와 집중형 습윤지수에 의한 불안정지역은 유사하게 나타난 반면, SFD와 MFD에 의한 불안정지역은 앞선 두 가지기법에 비해 작게 산정되었다.

• 한국산림과학회지
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• 제4권1호
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• pp.1-8
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• 1965

In this study, the present institution of reserved forests in Korea has been criticized through the analysis of the present situation of reserved forests in Korea, and mainly, on designation and cancellation of them because of this important institution thought as restriction of forest ownership. Reserved forest land in Korea as of the end of 1962 is 996,915 chungbo in area, or about 14.8% of the total forest land area, 6,750,324 chungbo in Korea, and we can find that the area of reserved forest land has increased remarkably since the Liberation in 1945, in comparison with about 180,000 chungbo-a little over 1% of the total forest land area, 16,000,000 chungbo, through Southern and Northern Korea till the Liberation in 1945. This fact clearly proves that Korean forests are extremely devastated since the Liberation in 1945, and in Korea we can find that reserved forest policy is very important in forest policy, consequently, reserved forest institution must be dealt with care. Moreover, the area of reserved forest land, 996,915 chungbo, which is divided into 43,820 chungbo of national forest land, 59,302 chungbo of public forest land, 893,793 chungbo of private forest land, and private forest land is excellently large, or about 89.7% of the total area of reserved forest land. In this number, we may understand the fact that reserved forests have the most influences on private forests, therefore, we may recognize that it is necessary for reserved forest constitution which is infringement of private right to be carried out carefully. From the first beginning, the institution of reserved forests is serious restriction to the forest ownership. Consequently, when the area of reserved forest land grows, it interferes seriously with the free forest management and the desire for forest own ership is decreased, at the same time, forest enterprise results in obstruction. Especially, Korean forests are destroyed extremely at present, so, intensification of reserved forest institution is unavoidable for completion of the national aim which forests have, but the author thinks that reserved forest institution must be as avoidable as possible, and we have to obtain good results by supervision of forest management which is regulated in the Forest Law. Consequently, designation of reserved forests must be minimized, and although forests were already designated as reserved forests they must be cancellated as fast as fast as possible and put them free in the owner's hands when they are in cancellation conditions. According to the provision of Article 18 of the Forest Law concrete cases designated as a reserved forest are enumerated for the purpose of maintaining the forest ownership and avoiding to give the forest authorities a free hand in order to protect forest owners from one-sided damage. Therefore, the forest authorities must not abuse the institution of reserved forests, and it is not good tendency to give only the authorities a free hand in eesignation and cancellation of reserved forests, and especially, when the forest owners object to that, establishing some legal organization like the reserved forest council in each province in order to hear about impartial opinions, and it is more suitable than administrative disposal by the same organization. The compensation of damages for reserved forests by the provision of Article 25 of the Forest Law is a different problem by forest policy, but the results of compensation of damages regulated in the Forest Law are wholly lacking up to now, the author thinks that this is caused to poor forest cover, the forest owner's unconcern and insincerity of administrative authorities. Therefore, the government must enlarge the range of compensation and minimize the forest owner's economic sacrifice, also, the government must mollify the conditions of the legal restrictions to reserved forests, and harmonize with functions of national conservation and economy. This means that it is necessary to modify the restrictive conditions for the effective utilization of forest resources within the range in which can be attained the purpose of designation, from permanent prohibition of cutting. Except the reserved forests of fish habitat, public sanitation, maintaining scenery and navigational mark ect., most of reserved forests are prohibited from cutting, and the present situation of forests in Korea are extremely devastated and those forests are not so expected in cancellation possibility in near future. Therefore, when the forest owners apply for national purchase of those reserved forests, the government had better nationalize them, protect and manage to reduce the forest owner's economic sacrifice.

• 한국전통조경학회지
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• 제40권1호
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• pp.26-42
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• 2022

본 연구는 러시아공사관 부지 이전에 존재하던 경희궁 별원 함춘원의 경역과 본래의 외곽 경계를 고찰한 것이다. 연구의 결과는 다음과 같다. 첫째, 러시아공사관 부지확보 및 신관 건립을 위해 작성된 3종의 도면을 살펴보면, 부지 내부에 함춘원의 원지형으로 보이는 2개의 낮은 봉우리가 남북 방향으로 존재했음이 확인된다. 공사관의 초기 계획안에는 출입문이 북서쪽 새문안로와 연결되는 것으로 나타난다. 그런데 러시아 임시공사 베베르가 공사관 부지를 매입할 당시의 보고서에는 이미 좁은 출입구와 흙길이 있어 새문안로와 통했던 것으로 기록되어 있다. 이러한 점은 공사관의 출입문으로 계획한 부지 북서쪽에 함춘원으로 진입할 수 있는 관리 동선과 원문(苑門)이 위치했음을 알게 해준다. 둘째, 공사관의 건립 당시 높은 언덕 상부를 절토하여 대지가 조성되었고 그 결과 2단의 계단식 지형이 만들어졌다. 본관 및 서기관동 등이 세워진 지반은 가장 높은 봉우리를 깎아 평평하게 다짐하여 만들어졌고 이때 다량의 토량이 정지작업에 사용되었다. 본관 북쪽 영역의 경우도, 산지를 깎아 평평하게 지형을 고른 흔적이 역력하고, 조망이 수월한 물리적 환경을 활용하여 산책로와 정자가 있는 전망형 정원이 조성되었다. 이는 궁궐이 내려다보이는 높은 지형에 민간의 조망을 막기 위해 별원을 조성했던 지형 조건과 상통한 이용으로 볼 수 있다. 셋째, 미국, 영국, 러시아공사관 주변의 공간 변화를 보여주는 1880~1890년대의 사진에 함춘원 담장이 부분적으로 노출되어 있다. 사진분석 결과 함춘원은 러시아공사관 부지 북측 영역을 차지하고 있으며, 공사관의 북쪽, 서쪽, 동쪽 담장이 함춘원의 담장과 근사했던 것으로 추정된다. 러시아공사관 남쪽 영역은 본래 민간의 가옥이 있던 곳으로서, 여러 자료에서 수십 채의 민가와 농경지를 매입한 정황을 살필 수 있었다. 넷째, 광해군 연간 경덕궁의 별원으로 조성된 함춘원은 경복궁 중건 때 경희궁의 전각을 뜯어서 공사 부재로 사용하면서 별원으로서의 장소성을 상실했으며, 1885년경 러시아에 매각됨으로써 멸실되었다. 함춘원이 있던 경역은 신관의 건립 뒤로 주요 건물과 정원이 있는 러시아공사관의 핵심적 공간으로 변용되었다. 따라서 러시아공사관 북측 영역에 한정된 함춘원은 1897년 이후 조영된 경운궁 및 선원전과 시간적, 공간적 맥락이 닿아 있지 않으며, 선원전의 배후림 또는 배경림으로 보는 시각도 타당하지 않은 것으로 판단된다.

• 대한기계학회논문집B
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• 제36권12호
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• pp.1171-1176
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• 2012

실리콘 기판 위에 플라즈마 기상층착법을 이용하여 합성된 탄소나노튜브를 화학적인 방법이나 전자빔 혹은 이온빔과 같은 진공 챔버 내에서의 공정없이 펨토초레이저를 이용하여 선택적으로 패터닝 하는 방법을 구현하였다. 플라즈마 기상층착법으로 합성된 탄소나노튜브는 수직성장이 가능하며 탄소나노튜브 간의 간격을 조절하여 성장이 가능하다. 이러한 장점으로 전계방출소자, 바이오센서 등의 응용을 위하여 이용되는 합성 방법이다. 이러한 응용을 위하여 선택적으로 나노튜브를 제거하고 탄소나노튜브 끝의 촉매금속을 제거하는 것이 응용의 효율을 높이는데 매우 중요하다. 본 연구에서는 탄소나노튜브의 전기적, 구조적 특성에 영향을 줄 수 있는 화학적인 방법을 사용하지 않고 펨토초레이저를 사용하여 패터닝과 촉매금속을 제거하는 방법을 구현하였다.

• 대한소아치과학회지
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• 제24권4호
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• pp.781-787
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• 1997

In spite of the improvements of the techniques in the field of preventive dentistry, many children still present with extensive destruction of primary anterior teeth. Not only the practioner must consider the pulp state of the primary incisor, but also restore the form, function and esthetics of the tooth. Restorative treatment of primary incisor tooth requires durability, retention and esthetics. Stainless steel crowns used in restoring primary anterior teeth is retentive and durable in comparison with the composite resin, celluloid crown. But they are not esthetic. To enhance the esthetics of the anterior stainless steel crown without reducing its superior retention, an open-face stainless steel crown has been suggested. Several authors have suggested cutting away the labial portion of the stainless steel crown and placing the composite resin in that area. By following this technique, the practioner can prepare a retentive, durable, and esthetic restoration for primary teeth which have suffered from extensive loss of teeth structure. In addition, the single missing primary anterior teeth can be successfully restored by soldering the stainless steel crown together. Open-face stainless steel crown is indicated in the areas of large interproximal lesions involving incisal edge, crown fracture with pulp exposure and congenital malformation of the teeth. By this technique, the practioner can restore primary anterior teeth successfully regardless of the amount of remaining tooth structure, bruxism habit and presence of attrition. In this case, rampant caries with extensive loss of tooth structure and single missing of primary anterior tooth hart been successfully treated with open-face stainless steel crown.

• Geomechanics and Engineering
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• 제18권4호
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• pp.449-457
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• 2019

Physical model tests were first performed to investigate the failure pattern of multiple pillar-roof support system. It was observed in the physical model tests, pillars were design with the same mechanical parameters in model #1, cracking occurred simultaneously in panel pillars and the roof above barrier pillars. When pillars 2 to 5 lost bearing capacity, collapse of the roof supported by those pillars occurred. Physical model #2 was design with a relatively weaker pillar (pillar 3) among six pillars. It was found that the whole pillar-roof system was divided into two independent systems by a roof crack, and two pillars collapse and roof subsidence events occurred during the loading process, the first failure event was induced by the pillars failure, and the second was caused by the roof crack. Then, for a multiple pillar-roof support system, three types of failure patterns were analysed based on the condition of pillar and roof. It can be concluded that any failure of a bearing component would cause a subsidence event. However, the barrier pillar could bear the transferred load during the stress redistribution process, mitigating the propagation of collapse or cutting the roof to insulate the collapse area. Importantly, some effective methods were suggested to decrease the risk of catastrophic collapse, and the deep-hole-blasting was employed to improve the stability of the pillar and roof support system in a room and pillar mine.

• 한국기계가공학회지
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• 제18권5호
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• pp.74-81
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• 2019

This study reports the CW $CO_2$ laser scribing of soda lime glass. In this study, scribing experiments are carried out at different laser powers, scan speeds, and focal positions to investigate the effect of the process parameters on the interaction characteristics between a laser beam and glass. In particular, the interaction characteristics are analyzed and described with the input laser energy per unit length. According to the experimental results, the damage threshold for the glass surface was found to exist between 0.072 and 0.08 J/mm. The input laser energy in this region induced partial melting of the surface and grain-shaped cracks. These cracks tended to increase as the input laser energy increased. At the laser input energy larger than 1 J/mm, a huge crack propagating along the scan direction was produced, and the volume below the scribed area was fully melted. The growth of this crack finally resulted in the complete cutting of the glass at the input laser energy above 8 J/mm. It was found that both the width and depth of the scribed line increased with increasing input laser energy. For the beam focusing at the rear surface, the width of the scribed line varied irregularly. This could be ascribed to the increased asymmetry of the beam intensity distribution when the laser beam was focused at the rear surface. Under this condition, a large burr was only produced on one side of the scribed line.

• Geomechanics and Engineering
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• 제28권3호
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• pp.283-298
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• 2022

Landslides triggered by the combination of heavy precipitation and anthropological disturbance in hilly areas cause severe damage to human lives, properties, and infrastructure constructions. A comprehensive investigation of the influencing factors and failure mechanisms of landslides are significant for disaster mitigation and prevention. This paper utilized the combination of detailed geological investigation, physical experimental testing as well as numerical modelling to determine the failure mechanism, and proposed a countermeasures of the Lantian landslide occurred on 2, July 2017. The results reveal that the Lantian landslide is a catastrophic reactivated slide which occurred in an active tectonic region in Southwest China. Because of the unique geological settings, the fully to highly weathered basalts in the study area with well-developed fractures favored the rainwater infiltration, which is the beneficial to slide reactivation. Engineering excavation and heavy precipitation are the main triggering factors to activate the slide motion. Two failure stages have been identified in the landslide. The first phase involves a shallow mass collapse originated at the upper slopes, which extends from the road to platform at rear part, which is triggered by excavation in the landslide region. Subjected to the following prolonged rainfall from 19 June to 2 July, 2017, the pore water pressure of the slope continually increased, and the groundwater table successively rise, resulting in a significant decrease of soil strength which leads to successive large-scale deep slide. Thereinto, the shallow collapse played a significant role in the formation of the deep slide. Based on the formation mechanisms of the landslide, detailed engineering mitigation measures, involving slope cutting, anchor cable frame, shotcrete and anchorage, retaining wall and intercepting ditch were suggested to reduce the future failure risk of the landslide.

• 대한토목학회논문집
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• 제26권5D호
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• pp.895-907
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• 2006

본 연구에서는 기존에 개발된 보간 기법의 정확도와 효율성을 극대화하기 위하여 프랙탈 기법을 적용하고 소량의 기지 지형정보로도 대상지역의 자연지형이 가지는 불규칙성을 재현하여 보다 실제지형에 가까운 지형정보를 생성할 수 있는 FEDISA 모형을 개발하였다. 또한 모형의 적용 대상면적을 $150m{\times}150m$, $300m{\times}300m$, $600m{\times}600m$, $1,200m{\times}1,200m$ 등으로 다양하게 설정하여 기존의 보간 기법 및 FEDISA 모형에 의한 계산 결과와 실측자료에 대해 비교 검토 및 통계적 검증 과정을 통하여 FEDISA 모형의 효용성과 적합성에 대해 고찰해 보았다. 본 연구에서 제시된 FEDISA 모형은 저수지나 댐 저부, 대규모 절 성토로 인한 지형 파괴지역 등과 같이 기존 지형에서 변형된 지형정보를 획득하는데 많은 도움이 될 것으로 판단된다.