• The korean journal of orthodontics
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• v.29 no.2 s.73
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• pp.147-156
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• 1999

Skeletal Cl III malocclusion is an orthopedic appliance mainly used for growing children with maxillary undergrowth, which largely entails skeletal Cl III malocclusion. It improves anterior crossbite and maxillary position and thus, enables patients to attain favorable Profile but often involves unfavorable profile with protrusive upper and lower lips. Therefore, if orthodontists have knowledge of which condition helps obtain favorable occlusion and profile, they are able to predict the prognosis and limitation of the treatment. This study was done in order to help obtain favorable Profile after treating growing skeletal Cl III children. In the study, we classified childern into two groups, the one with favorable profile(Group 1, n=12) and the other with unfavorable profile(Group 2, n=14) and, with retrospective study using pre- and post-treatment lateral cephalogram, drew the following conclusions. 1. As patients had more serious labioversion of upper incisors, they were more unlikely to have favorable profiles after the treatment. Protrusion of prosthion, which was related with maxillary incisors, also affected profiles. 2. As the NL-ML angle before the treatment was small, it was more likely to get favorable profile. 3. As the degree of lower lip protrusion was high, it was likely to have bialveolar protrusion after the treatment. 4. As the degree of downward and backward rotation of mandible was high, it was likely to get unfavorable profile.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.164-164
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• 2011

우리나라는 하상의 평균경사가 급하고 하상계수가 크게 나타나며, 소하천에서의 돌발홍수가 빈발하게 일어나 국내 실정에 적합한 하천 해석 기술을 이용한 바람직한 하천 거동해석이 매우 중요하다고 할 수 있다. 홍수 시 하천의 만곡부나 협착부에서의 흐름은 기본적으로 2차원 흐름으로 서 이 경우 하천 흐름의 수위와 유속 분포는 1차원 하천 모형으로 모의할 수 없다. 특히 우리나라와 같이 하천에 하구둑, 보, 기타 하천 구조물이 많은 경우에는 2차원적인 흐름 해석은 경우에 따라 필수적이다. 본 연구에서는 개발모형인 RAM2 모형을 4대강 살리기 사업이 진행되고 있는 실제유역인 낙동강유역에 적용하여 모형의 적용성을 검증을 위해 그 결과를 실측치와 기존의 법용 프로그램인 RMA-2 모형과 비교하여 모형의 적용성을 입증하였다. 또한 보와 교각과 같은 수공구조물의 설치에 따른 하천흐름의 양상을 파악하기 위하여 RAM2 모형을 달성보 구간에 적용하여 보의 설치 전 후에 대하여 모의를 실시함으로써 모형의 적용성을 입증하였다. 본 연구에 적용된 달성보 구간은 낙동강 살리기 22공구 사업구간으로 중심부에 다기능보가 위치하고 있다. 하천 준설 후, 대상구간 내 보를 설치함으로 인하여 보설치 전 후의 대상구간의 상 하류 하도의 홍수위와 유속분포 등 하천흐름의 양상을 검토하였다. 4대강 살리기 사업에 따라 실제하천의 준설 후 구간내의 전체하도 및 주요 시설물 주위의 하천 흐름을 정확하게 재현하기 위하여 요소망을 조밀하게 구성하고, 안정적인 해를 구하기 위하여 사각형과 삼각형의 복합망으로 낙동강하천정비계획의 측량자료와 GIS프로그램과 SMS를 이용하여 수치모형을 위한 2차원 유한요소망을 구성하였다. 본 연구에서는 보설치 전 후의 대상구간의 상 하류의 홍수위 영향과 유속분포 등 하천흐름의 양상을 연구하기 위하여 대상구간에 대하여 100년 빈도, 500년 빈도의 홍수사상에 대하여 모의를 실시하고 결과를 분석하였다. 하천에서의 흐름, 유사, 오염물 해석을 위한 2차원 유한요소모형은 수자원의 지속적 확보기술의 초석이 될 뿐만 아니라, 필요에 따라서는 하천생태계 보존 및 관리를 위해서도 적용될 수 있어, 수생태계 개선과 친수환경 조성에 크게 기여할 수 있겠다. 또한 하천에서의 흐름, 유사, 오염물 해석을 위한 2차원 유한요소모형을 활용하여 적절한 하천개발 및 관리가 이루어질 경우, 하천의 홍수, 갈수, 환경오염에 따른 사회적인 손실을 방지할 수 있을 것이다.

• Journal of Korean Society of Forest Science
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• v.74 no.1
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• pp.67-81
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• 1986

To investigate the stand structure of the stocked broad-leaved forests in Korea, 1,000 plots, allocated by systematic sampling method, were interpreted on the aerial photographs accompanied with ground survey. Total area of the stocked broad-leaved forests except Jeju island was 818,286ha and the percentage to total forest area was 12.7%. Total stock volume of the stocked broad-leaved forests was $38,890,779m^3$ and the percentage to total stocked forest volume was 27.4%. Mean number of trees per ha was 947 trees/ha, basal area was $11.17m^3/ha$, DBH was 11.30cm, tree height was 7.65m, stock volume was $44.96m^3/ha$, and current annual volume increment was $3.64m^3/ha$ in total land. The 64.7, 79.8 and 52.7 percent of the stocked broad-leaved forest area were distributed at elevations of 300-900m, in slope degree of above 25, and in northern aspect, respectively. Standfactors were apt to get better with the increase of distance from the car road way and the village, and with the increase of elevation belt.

• Journal of Korean Society of Forest Science
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• v.58 no.1
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• pp.125-131
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• 1982

산지개간(山地開墾)에 의한 인공초지(人工草地) 조성(造成)은 급경사지(急傾斜地)이고 복잡(複雜)한 지형(地形)의 한국(韓國) 산악지(山岳地) 조건(條件)과 계절간(季節間)에 기후차(氣候差)가 심한 한국(韓國)의 기후상태(氣候狀態)로 보아 많은 문제점(問題點)이 있을 것이고, 이와 같은 지형(地形)과 기후조건(氣候條件)들 때문에 토지이용시(土地利用時) 신중(愼重)한 배려(配慮)가 요구(要求)된다. 산지황폐(山地荒廢)와 홍수피해(洪水被害) 등(等)이 국토관리상(國土管理上) 큰 문제점(問題點)으로 되어 왔고 금후(今後)에도 이 문제(問題) 해결(解決)은 토지경영(土地經營)에 있어 커다란 과제(課題)로 남아 있다. 또한 식량증산(食糧增産)을 위한 토지(土地)의 경제적(經濟的) 이용(利用)도 큰 과제(課題)의 하나임에는 틀림 없다. 이와 같이 토지이용상(土地利用上)에 서로 상충(相衝)되는 이들 과제(課題)를 해결하기 위하여 인공토지(人工土地) 조성(造成) 대책(對策)을 검토(檢討)한 바 임축인(林畜人)들이 상호(相互) 협동(協同)하여 이 과제(課題)의 기술(技術)을 개발(開發)시켜야 될 것으로 판단(判斷)이 된다. 국토보존(國土保存) 문제(問題)를 해결하고 동시에 인공초지(人工草地)의 문제점인 하고현상 식피밀도(植被密度)와 연년생장(年年生長)의 감소현상을 해결하기 위하여 상호보완적(相互補完的)인 생태적(生態的)인 방법(方法)이 도입(導入)되어야 할 것 같다. 이를 위해 삼림(森林)이 갖고 있는 토양침식방지(土壤浸蝕防止), 토양수분보지기능(土壤水分保持機能), 온도변화기능(温度變化機能), 공중온도(空中温度) 보지기능(保持機能), 방풍기능(防風機能)과 풍치기능(風致機能)을 잘 활용(活用)하여 국토(國土)를 보존(保存)시키고 동시(同時)에 초지생산성(草地生産性)도 높이는 방안(方案)이 인공초지조성(人工草地造成)에 있어 기대될 수 있는 방법(方法)으로 사료(思料)된다. 이의 대책(對策)의 일환으로 유실수(有實樹)와 초(草)와의 혼농림조성(混農林造成), 임간초지(林間草地)와 방목(放牧), 활엽수림하(闊葉樹林下)의 혼림초지(混林草地) 경사지(傾斜地)에 있어 대상식(帶狀式)과 세포식(細胞式)의 방풍(方風) 및 황폐방비림(荒廢防備林)에 의한 초지조성(草地造成) 또한 산능선부와 계곡부의 삼림(森林)을 보존(保存)시키는 초지조성법(草地造成法)을 제시(提示)하였다. 수광량(受光量)이 문제(問題)가 될 경우에는 간벌(間伐)과 가지치기 들(等)으로 조절할 수 있게 되고 예취작업(刈取作業)의 기계화상(機械化上)의 문제(問題)는 상하(上下) 수대(樹大)의 배열(配列) 또는 배식방법(配植方法)에 의해 조절할 수 있으므로 혼림초지조성(混林草地造成)이 초지생산성(草地生産性)에 하등의 영향을 주지 않을 것으로 사료(思料)되며 오히려 초생산량(草生産量)을 증대(增大)시키는 방법(方法)이 될 것이다.

• The korean journal of orthodontics
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• v.27 no.1
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• pp.21-33
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• 1997

The purpose of this study was to investigate the factors affecting the postsurgical mandibular stability for both one- and two jaw surgery. 18 for one-jaw surgerys and 24 for two-jaw surgerys among skeletal class III malocclusion patients who experienced orthodontic treatment and orthognathic surgery at Pusan National University Hospital were selected. Lateral cephalograms taken at the first visit, after presurgical orthodontic treatment, immediately after surgery and follow-up over 6 months, were traced. Based ANOVA, multiple linear regression analysis was completed for one-jaw surgery with postsurgical stability as the criterion and the magnitude of mandibular setback, the change of mandibular incisor height during surgery, the changes of mandibular plane angle and mandibular incisor angle during presurgical orthodontic treatment as affecting factors. Same analysis was completed for two-jaw surgery with postsurgical stability as the criterion and the magnitude of mandibular setback as affecting factor. The results were as follows : 1. In the one-jaw surgery cases, the magnitude of mandibular setback, the change of mandibular incisor height during surgery, the changes of mandibular plane angle and mandibular incisor angle during presurgical orthodontic treatment explained the variability in postsurgical stability with a significant $R^2$ value of 0.84. 2. In the two-jaw surgery cases, the magnitude of mandibular setback explained the variability in postsurgical stability with a significant $R^2$ value of 0,28.

• Journal of the Korean Geotechnical Society
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• v.22 no.11
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• pp.123-131
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• 2006

Liquefaction-induced lateral spreading has been the most extensive damage to pile foundations during earthquakes. Several cases of pile failures were reported despite the fact that a large margin of safety factor was employed in their design. In this study, 1-g shaking table tests were performed in order to analyze the failure behavior of piles embedded in liquefied soil deposits by buckling instability. As a result, it can be concluded that the pile subjected to excessive axial loads $(near\;P_{cr})$ can fail easily by buckling instability during liquefaction. When lateral spreading took place in sloping grounds, it was found that lateral loading due to lateral spreading increased lateral deflection of pile and reduced the buckling load. In addition, from the buckling shape of pile, difference between Euler's buckling and pile buckling vat observed. In the case of pile buckling, hinge formed at the middle point of the pile, not at the bottom. And in sloping grounds, location of hinge formation got lower compared with level ground because of the soil movements.

• Journal of Korea Water Resources Association
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• v.56 no.12
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• pp.837-844
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• 2023

Small and medium-sized mountain rivers that flow through steep, confined valleys carry large amounts of coarse-grained sediment and woody debris during floods. It causes an increase in flood water level by aggrading the riverbed and the cross-section blockage due to driftwood accumulation during flooding. However, the existing flood level calculation in the river basic plan does not consider these changes. In this study, using the Typhoon Hinnamnor flood in September 2022 as an example, we performed numerical simulations using the HEC-RAS model, taking into account the blockage of a cross-section at the bridge and changes in riverbed elevation that occurred during floods, and analyzed the flood level to predict flood risk. This study's results show that flooding occurs if more than 30% of the cross-section is blocked. The rise of flood water levels corresponds to that of the riverbed due to sediment deposition. These results can be used as basic data to prevent and effectively manage flood damage and contribute to establishing flood defense measures that consider actual phenomena.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2000.09a
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• pp.183-193
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• 2000

A series of studies such as geological logging data analysis, detailed geological survey, rock mass evaluation, in-situ and laboratory tests, rock strength and mechanical properties of the rock were concerned. The stability of the slope were carried out inorder to design the pit slope and individual benches using the stereographic projection analysis and numerical methods in Roto Pit of Pasir coal fetid. The bedding plane was one of the major discontinuities in the Roto Pit and the dip of which is about $60^{\circ}$in the northern part and $83^{\circ}$in the southern part. The dip of bedding becomes steeper from north to south. The plane and toppling failures are presented in many slopes. In laboratory test the average uniaxial compressive strength of mudstone was 9 MPa and that of weak sandstone was 10 MPa. In-situ test showed that the rocks of Roto north mining area are mostly weak enough to be classified in grade from R2(weak) to R3(medium strong weak) and the coal is classified in grades from R1(Very weak) to R2(Weak). The detailed stability analysis were carried out on 4 areas of Roto north(east, west, south and north), and 2 areas of Roto south(east and west). In this paper, the minimum factor of safety was set to 1.2 which is a general criterion for open pit mines. Using the stereographic projection analysis and the limit equilibrium method, slope angles were calculated as 30~$36^{\circ}$for a factor of safety greater than 1.2. Then these results were re-evaluated by numerical analysis using FLAC. The final slope angles were determined by rational described abode. A final slope of 34 degrees can guarantee the stability for the eastern part of the Roto north area, 33 degrees for the western part, 35 degrees for the northern part and 35 degrees for the southern part. For the Roto south area, 36 degrees was suggested for both sides of the pit. Once the pit slope is designed based on the stability analysis and the safety measures. the stability of 니ope should be checked periodically during the mining operations. Because the slope face will be exposed long time to the rain fall, a study such aspreventive measures against weathering and erosion is highly recommended to be implemented.

• Tunnel and Underground Space
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• v.10 no.3
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• pp.430-440
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• 2000

A series of studies such as geological logging data analysis, detailed geological survey, rock mass evaluation, in-situ and laboratory tests, rock strength and mechanical properties of the rock were concerned. The stability of the slope were carried out inorder to design the pit slope and individual benches using the stereographic projection analysis and numerical methods in Roto Pit of Pasir coal field. The bedding plane was one of the major discontinuities in the Roto Pit and the dip of which is about 60$^{\circ}$ in the northern part and 83$^{\circ}$ in the southern part. The dip of bedding becomes steeper from north to south. The plane and toppling failures are presented in many slopes. In laboratory test the average uniaxial compressive strength of mudstone was 9MPa and that of weak sandstone was 10MPa. In-situ test showed that the rocks of Roto north mining area are mostly weak enough to be classified in grade from R2(weak) to R3(medium strong weak) and the coal is classified in grades from R1(Very weak) to R2(Weak). The detailed stability analysis were carried out on 4 areas of Roto north (east, west, south and north), and 2 areas of Roto south(east and west). In this paper, the minimum factor of safety was set to 1.2 which is a general criterion for open pit mines. Using the stereographic projection analysis and the limit equilibrium method, slope angles were calculated as 30∼36$^{\circ}$ for a factor of safety greater than 1.2. Then these results were re-evaluated by numerical analysis using FLAC. The final slope angles were determined by rational described above. A final slope of 34 degrees can guarantee the stability for the eastern part of the Roto north area, 33 degrees for the western part, 35 degrees for the northern part and 35 degrees for the southern part. For the Roto south area, 36 degrees was suggested for both sides of the pit. Once the pit slope is designed based on the stability analysis and the safety measures, the stability of slope should be checked periodically during the mining operations. Because the slope face will be exposed long time to the rain fall, a study such aspreventive measures against weathering and erosion is highly recommended to be implemented.

• The korean journal of orthodontics
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• v.27 no.3 s.62
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• pp.431-444
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• 1997

This research was carried out to compares the treatment effects of Horizontal and Vertical type activators in Angle's Class II div. 1 maloccusion patients with mandibular retrusion dand to find out whether different treatment effects or growth pattern were observed between sexes in each study groups. The results were as follows: 1. In Horizontal activator group, forward positioning of mandible and vertical increase in anteror face as examplified by increase of LAFH and AEM were observed when pre and post-treatment datas were evaluated. 2. Males samples in Horizontal activator group showed increase in mandiular length accmpanied by posterior positioning of maxilla, wheras female samples in Horizontal activator group showed increase in mandibular body length, labial inclination of mandibular incisors and increase in lower anterior facial height .3. In vertical activator group, increase in AFH, LAFH, PFH and LPFH were observed when pre and post treatment datas were evaluated. 4. Male samples in Vertical activator group showed increase in mandibular body length and anterior and posterior facial heights, whereas females samples of Vertical activator group showed mainly increase in anterior facial height. 5. When pre and post treatment datas of Horizontal and Vertical activator groups were compared, skeletal difference were mainly observed in pretreatment datas but dental difference were observed in post treatment datas ,indicating that two actiators differ only in their effects to dental variables. 6. Difference between sexes were noted after treatment although no difference were observed between sexs in each groups before treatmentt. This indicates that inherent growth effects in each sex exerts more influence 1km appliances used for treatment.