• 농업과학연구
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• 제25권1호
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• pp.97-106
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• 1998

본 연구는 현재 산사태 대책수립에 많이 이용되고 있는 원호활동 해석방법의 문제점을 규명하기 위하여 실시되었으며, 여기서 얻어진 결과를 요약하면 다음과 같다. 1. 40개의 모델사면을 지층에 따라 활동면을 분석해 본 결과, 풍화토와 풍화암의 경계 부분이 다른 부분에 비하여 활동이 일어날 가능성이 높은 것으로 나타났다. 2. 우리나라에서 발생하는 산사태의 대부분이 깊이 2m를 전후로 하여 토층의 경계부근등 주로 불연속면을 따라 발생하기 때문에 절취사변에 대한 산사태의 안정해석을 할때, 무한사면해석을 우선 고려하는 것이 안전한 설계가 될 것으로 판단된다. 3. 사면경사가 일정한 상태에서 사면길이만을 변화 시켰을 경우, 원호활동사면인 경우는 토층이 얕고 사면길이가 짧을수록 안전하였으나 무한사면인 경우는 사면길이에 관계없이 최소안전율은 동일하였다. 4. 우리나라 산사태의 대부분을 차지하는 사면경사 $30^{\circ}$의 조건으로 원호활동해석과 무한활동해석으로 분석한 결과, 상호간의 최소안전율의 차이가 많으며 원호활동해석 방법은 무한활동해석에 비해 과다하게 안전측으로 나타났다.

• 대한치과교정학회지
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• 제9권1호
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• pp.85-98
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• 1979

This investigation was designed to compare the craniofacial and dental morphology of class III malocclusion with that of normal occlusin in children, and to determine the incidence of various class III craniofacial skeletal patterns. The material selected for this study consisted in standard lateral cephalograms of eighty two Korean children, forty one boys and forty one girls, aged 10 through 12 years, having class III malocclusion, and forty two Korean children, twenty boys and twenty two girls, with normal occlusion in the same age. Using the tracings of the standard lateral cephalograms, various angular and linear measurements were recorded, tabulated and statistically analyzed, and then the class III craniofacial skeletal morphology was divided into various patterns by the degree of SNA and SNB, which respectively were below, within or beyond the normal range of those of normal occlusion. The following characteristics of the craniofacial and dental morphology of class III malocclusion were observed. 1. The cranial base length of class III malocclusion was smaller than that of normal occlusion, and the small saddle angle was a characteristic figure of class III malocclucion. 2. Maxillary length of class III malocclusion was smaller than that of normal occlusion, and point A was retropositioned relative to cranial base but not PNS in class III malocclusion. Maxillary base inclination was not significantly different between the two, but occlusal plane to palatal plane was small in class III malocciusion. 3. The mandibular body length shown no difference between the two, but the mandibular body positioned anteriorly relative to cranial base in class III malocclusion. Ramus height, gonial angle, and mandibular effective length were large in class III malocclusion. Mandibular plane angle and joint angle had no difference between the two, and occlusal plane to mandibular plane angle was large in class III malocclusion. 4. Maxillary incisor inclination was not significantly different between class III malocclusion and normal occlusion, but mandibular incisors positioned and inclined lingually and consequently interincisal angle was large in class III malocclusion. 5. Class III malocclusion was divided into six categories of craniofacial skeletal pattern. The most common class III pattern was found to be one in which the maxilla was within the normal range of prognathism while the mandible extended beyond this range. The pattern in which the maxilla was below the normal range of prognathism while the mandible was within this range was approximately one fifth of the class III sample.

• 한국지반공학회논문집
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• 제32권11호
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• pp.43-50
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• 2016

철도하중을 지지하고 있는 성토사면을 연직으로 굴착할 경우 철도노반의 안정성 확보를 위하여 보강이 필요하다. 본 연구에서는 사면굴착 후 전면 벽체를 형성하고, 통상적으로 사용되고 있는 쏘일네일링 시스템보다 짧으면서도 대구경인 봉상보강재를 적용하여 보강재의 길이, 수평 간격, 직경 및 설치 각도를 기준으로 총 15개 Case로 구분하여 각각에 대하여 조건별 안정성을 3차원 수치해석을 이용하여 검토하였다. 수치해석시 보강재와 주변 그라우팅과의 접촉면을 고려하기 위하여 그라우트재의 점착력과 강성 및 주면장을 고려하였다. 굴착심도 3m인 경우, 그라우트 직경 변화에 따른 변위해석 결과 보강재 직경이 커질수록 변위가 감소하나 직경 0.3m일 경우와 0.4m일 경우의 변위 차이가 미소하므로 경제성을 고려한다면 직경 0.3m가 가장 적합한 것으로 검토되었다. 보강재 조건별로 굴착 시 지표면 침하량과 벽체의 수평변위 및 보강재의 응력 및 경제성을 수치해석적으로 검토한 결과, 보강재 길이 3m, 직경 0.3m, 수평간격 1.5m, 경사각도 10도로 보강재를 배치하는 것이 최적의 조건으로 검토되었다. 또한 보강노반의 잠재적인 파괴면은 보강재 끝단에서 약 60도의 경사면으로 나타났으며, 철도하중 재하 시 보강재가 지표침하 및 벽체 수평변위를 안정적으로 억제하고 있는 것으로 판단되었다.

• 한국환경생태학회지
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• 제23권5호
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• pp.439-446
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• 2009

동강할미꽃 자생지(백운산, 마하리, 귤암리와 덕항산)의 환경특성을 파악하기 위하여 환경요인, 식생 및 토양분석을 실시하였다. 동강할미꽃 자생지는 해발 220-772 m에 위치하고, 경사는 $41-85^{\circ}$로 다양하였으며, 주로 북서사면에 분포하였다. 식생분석결과 10개 방형구내에서 조사된 분류군은 총 27종류였다. 중요치는 동강할미꽃이 9.65%였으며, 산거울(28.93%), 돌양지꽃(16.55%), 돌단풍(7.09%), 기름나물과 그령(4.55%), 큰네잎갈퀴(3.90%) 등 6종류는 중요치가 높게 나타나 이 분류군들은 동강할미꽃과 친화도가 높은 것으로 생각된다. 종다양도는 평균 0.75이었고 우점도와 균등도는 각각 0.24와 0.85로 나타났다. 토양의 포장용수량은 평균 19.05%이었으며, 유기물 함량은 10.51%로 나타났고, pH는 7.43으로 자생지간에 비슷하게 나타났다.

• 대한치과교정학회지
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• 제10권1호
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• pp.15-27
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• 1980

This study was undertaken to compare the craniofacial morphology of Class II, Division 1 malocclusion with that of normal occlusion in children, and to investigate the incidence of various Class II, Division 1 craniofacial skeletal patterns. The subjects consist of thirty seven boys and fifty three girls with Class II, Division 1 malocclusion, and forty six boys and eighty one girls 10-15 years with normal occlusion. Measurements were recorded, tabulated and analyzed on the lateral cephalograms by the degree of SNA, SNB and ANB. The following characteristics of the Class II, Division 1 skeletal pattern were observed. 1. The anteroposterior relationship of the maxilla to the cranium in the Class II, Division 1 was very similar to that of normal occlusion. 2, Mandible of the Class II, Division 1 malocclusion was in the posterior position in relation to the cranial anatomy when compared to normal. 3. The chin point as measured by SN Pog and NS Gn showed distal positioning in relation to normal occlusion. 4. SN to mandibular plane angle was large in Class II, Division 1 malocclusion. 5. Mandibular incisor inclination was not significantly different between Class II, Division 1 malocclusion and normal occlusion, but maxillary incisors inclined and positioned labially and consequently overjet was large in Class II, Division 1 malocclusion. 6. Class II, Division 1 malocclusion was divided into four types of craniofacial skeletal pattern. The most common Class II, Division 1 pattern was found to be type C in which SN-Mand. Pl. was above mean range of normal occlusion. The next frequent pattern was found to be type A in which maxilla and mandible were within normal range of protrusion while upper incisors were severly labially inclined.

• 대한치과보철학회지
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• 제39권2호
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• pp.125-145
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• 2001

To compare the stress distribution patterns between cement-retained and screw-retained implant supported fixed prostheses according to four different abutment types, a three dimensional finite element analysis was performed. The hypothetical three unit fixed partial denture case was modelled on the three implants(10mm length and 3.75 diameter) in mandibular bone. Four angles of implantation(vertical, 10, 15 and 20 degree inclined mesially) were created and three different directions of force (vertical, oblique, horizontal) were applied at the center of the second premolar and distal end of the first molar for each cases. Within the limits of this study, the results were as follows, 1. In vertically installed cases, the more stress was concentrated at upper components, but mesially inclined cases, the more stress was concentrated at cortical bone. 2, The more inclined mesially the more stress was observed, especially at cortical bone. 3. The cement-retained models showed lower principal stress and more even stress distribution than the screw-retained models. 4. The similar stress distribution pattern was showed in model 1 and model 2, model 3 and model 4. 5. The more stress was observed when the loads were applied at the distal end of 1st molar than the center of 2nd premolar. 6 The fixture and the model as a whole, lesser stress values were observed when vertical loads were applied as compared to horizontal and oblique loads.

• The Journal of Advanced Prosthodontics
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• 제8권2호
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• pp.116-124
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• 2016

PURPOSE. The aim of the present study was to evaluate, by means of strain gauge analysis, the effect of different implant angulations on strains around two implants retaining mandibular overdenture with Locator attachments. MATERIALS AND METHODS. Four duplicate mandibular acrylic models were constructed. Two implants were inserted in the canine regions using the following degrees of distal inclinations: group I (control); $0^{\circ}$, group II; $10^{\circ}$, group III; $20^{\circ}$, and group IV; $30^{\circ}$. Locator pink attachments were used to connect the overdenture to the implants and Locator red (designed for severely angled implants) was used for group IV (group $IV_{red}$). For each group, two linear strain gauges were attached at the mesial and distal surfaces of the acrylic resin around each implant. Peri-implant strain was measured on loading and non-loading sides during bilateral and unilateral loading. RESULTS. For all groups, the mesial surfaces of the implants at loading and non-loading sides experienced compressive (negative) strains, while the distal implant surfaces showed tensile (positive) strains. Group IV showed the highest strain, followed by group III, group II. Both group I and group $IV_{red}$ showed the lowest strain. The strain gauges at the mesial surface of the loading side recorded the highest strain, and the distal surface at non-loading side showed the lowest strain. Unilateral loading recorded significantly higher strain than bilateral loading. CONCLUSION. Peri-implant strains around two implants used to retain mandibular overdentures with Locator attachments increase as distal implant inclination increases, except when red nylon inserts were used.

• The Korean Journal of Ecology
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• 제15권2호
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• pp.103-115
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• 1992

This dissertation, which has been prepared in the region of cheju(33o31'N, 126o32'E) from may,1987 to appril, 1989, is to elucidate the dominant characteristics of early stages in secondary succession, by examining the life history of erigeron annuus for the seeding depth of a seed was dependent upon the degree of shading. That is, on the area of ocm,the more tense the shading was, the more germination percentage was increased, while, in the case of 1.5cm, it was somewhat increased, when shading bwcame ess and less tense. The rosette of e. annuus, through its relative light intensity was decreased by shading, up to 5% of natural light, showed some strong shade tolerance, which had no difficulty in matter production. The species diversity of mixed-species community was the highest in the middle of April, the lowest in the last of may. The dominance index was the highest in the late may, the lowest in the middle of April. Toward the end of may, the occupation rate of dominance species was the highest. There was a neutral relationship between intraspecific and interspecific, owing to the differentiation of its niche, temporally and spatially. Productive structure of the community revealed a narrow leaf type which was concentratively distributed in the mid part of community height. The relative light intensity of community ground surface was 6.1%, the leaf inclination 60o,the extinction coefficient(k) 0.4, biomass of community 1,045.6 g.d.w./m2,T/Rratio 9.3, C/Frate 7.0 and sumgermanition, shade toarance and community characteristics on erigeron annuus l.in chejumed leaf area index 3.88. through the various life cycles o e.annuus, we can say that it decreases mortality of seeding caused by some stress and disturbance, for germination lasts for a long time at any opportunity available, and it promotes population growth. The strong shade tolerance of a rosette and the variableness of a life from differentiate the niche between intraspecific and interspecific within the community, and avoid the direct competition between them, thus poromoting community growth.

• 한국정밀공학회지
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• 제16권2호통권95호
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• pp.145-152
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• 1999

This paper presents the principle and experimental results of a non-contact surface roughness measurement by means of screen projected pattern of lase beam reflected from a polished surface. In the reflected laser beam pattern especially from a fine surface like ground or polished one, light intensity varies from the center fo the image to its boundary as the Gaussian distribution. The standard deviation of a light intensity distribution is assumed to be a good non-contact estimator for measuring the surface roughnes, because the light reflectivity is known to be well related with the surface roughness. This method doesn't need to discriminate between the specularly reflected light and the diffusely reflected one, whereas the scattered laser intensity method must do. Nor it needs to adjust the change of light intensity caused by environmental lights or specimen materials. Reflected laser beam pattern narrowly spreads out in the vertical direction to tiny scratches on the polished surface due to abrasives. The deeper the scratch the more the dispersion, which means the rougher surface. The standard deviation of the pattern is nearly in proportion to the surface roughness. Measurement errors by this method are shown to be below 10 percent compared with those obtained by a common contact method. The inclination of measuring unit from the normal axis causes the measurement errors up to 10 percent for an angle of 4 degree. Therefore the proposed method can be used as an on-the-machine quick roughness estimator within 10 percent measurement error.

• 한국농공학회지
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• 제32권4호
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• pp.71-80
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• 1990

Model tests for the ultimate pullout resistance of anchorages and investigation of failure behaviors in cohesionless soil have been conducted. The factors affecting the anchorage are mostly the geometry of the system, and soil properties of sands. The main conclusions of the experimental work were as follows. 1. The load - displacement relationship can be a form of parabolic curve for all plates. 2. The change in ultimate pullout resistance of anchor is mostly affected by embedment ratio and size of anchor, and influenced to a lesser degree by its shape. 3. Critical embedment ratio which is defined as the failure mode changes from shallow to deep mode is increased with increasing height of anchor. 4. For a constant anchor height, as the width of anchor increases the ultimate pullout resistance also increases. However, considering the efficiency of anchor for unit area, width of anchor does not appear to have any sigrnificant contribution on increasing anchor city. 5. Anchor capacity has a linear relation to sand density for any given section and the rate of change increases as the section increases. Critical depth determining the failure patterns of anchor is decreased with a decrease of sand density. 6. With increasing inclination angle, size of anchor, and decreasing embedment ratio, the ultimate pullout resistance of anchor under inclined loading is significantly decreased. 7. The ultimate pullout resistance of double anchor, a method of improving single of anchor capacity, is influenced by the center - to - center spacing adjacent anchors. It is also found that tandem and parallel anchor rigging arrangements decrease the anchor system capacity to less than twice the single anchor capacity due to anchor interference.