• 농업과학연구
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• 제47권4호
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• pp.727-742
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• 2020

Point cloud-based 3D maps can obtain many kinds of information for maintenance work on forest road networks. This study was conducted to compare the importance of each factor to select the factors required for the mapping of 3D forest road maps. This can be used as basic data for attribute information required to maintain forest road networks. The results of this study found that out of a total of 30 indexes extracted for mapping 3D forest roads, a total of 21 indexes related to stakeholder groups were significantly different. The importance of the index required by the civil service group was significantly higher than that of the other groups overall. In the case of the academic group, the index importance for cut slope, fill slope, and drainage facility was significantly higher. On the other hand, the index importance for the forestry cooperative and forest professional engineer group was mostly distributed between the civil servants' group and the academic group. In particular, the type of drainage system showed the highest value among the detailed indexes. Overall, drainage related factors in this survey had high coefficient values. The impact of water on forest roads was the most important part in road maintenance. In addition, the soil texture had a high value in relation to slope stability. This is thought to be because the texture of the soil affects the stability of the slope.

• 지질공학
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• 제15권1호
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• pp.9-17
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• 2005

본 연구는 전라남도 장성군 일대의 석회암지대에서 강우로 인해 파괴된 절개사면을 대상으로 시료를 채취하여 물리적ㆍ역학적 특성을 파악하고 강우로 인한 사면 안정 해석을 통해 사면구배의 변화에 따른 안전율의 변화를 규명하였다. 연구지역 석회암 풍화토는 석영, 정장석, 깁사이트, 침철석 등으로 구성되어 있고 비중은 2.73, 통일분류상 SC에 해당되며 모암에서 풍화가 진행되면서 칼슘성분이 현저하게 감소하였다. 투수계 수는 2.56×10/sup -4/ cm/ sec 로서 실트 성 점토의 투수계수와 비슷한 값을 보였고 전단시험결과 불포화토에서 포화토로 변할수록 점착력은 3.0 t/㎡에서 0.72 t/㎡로 현저하게 줄어들며 내부마찰각 Φ 값도 감소하는 경향을 보였다. 강우로 인한 사면안정 해석시 강우강도를 고려한 침투심도를 구하는 것이 합리적이며 사면안정해석결과 침투심도가 클수록 사면의 안전율은 낮아져서 불안정하게 되고 침윤선을 고려한 절토사면의 최소안전율 1.5와 비교 시 강우를 고려한 석회암 풍화토의 절토사면 구배는 1 ： 1.2이상 되어야 안전율을 만족하는 것으로 나타났다. 또한, 불포화토에서 포화토로 변할수록 점착력의 감소는 사면의 안전율감소에 많은 영향을 미침을 알 수 있었다.

• 한국환경복원기술학회지
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• 제13권1호
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• pp.93-102
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• 2010

Greening sometimes fails because its method is not suitable for various site conditions, therefore the trend of selecting a revegetation method in Korea today is through test construction. However, due to enlargement, complication and diversification of domestic construction businesses, the importance of VE is gradually increasing as effective efforts over a whole life-cycle to obtain goals such as quality improvement and cost reduction, and not only quality and economic efficiency but also substantiality need to be considered in comparing revegetation methods. For this study, Sungnam~Janghowon (area1), where comparatively various slope revegetation methods are used, was selected the investigation site. The site was divided into three areas:blasting rock, ripping rock and earth sand. The revegetation methods used were six in the blasting rock area, five in the ripping rock area, and two in the earth sand region. 2007 monitoring data was analyzed, and Value (V) was calculated with LCC related ratio, and compared and contrasted with the evaluation of prior revegetation methods. Therefore it is believed that this analysis enables selection of the most appropriate method, unbiased towards one particular characteristic such as quality, vegetation growth and economy. When aiming for a durable effect, it shall be more efficient to select the most appropriate method focusing on LCC analysis, which deals with the economic aspect, as well as the design function aspect.

• Journal of Forest and Environmental Science
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• 제27권1호
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• pp.17-22
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• 2011

Based upon the vegetation data of woody plants by plot sampling method in the natural deciduous forest of Mt. Jeombong, the study was carried out to examine importance value, rank abundance curve, and species abundance curve, and comparatively evaluate seven different species diversity indices for Shannon-Wiener index, Simpson index, McIntosh index, Log series, Margalef index, Berger-Parker index, and species richness, according to topographic positions. The minimal area which meant only few more species were increased was 3.48 ha in total. The dominant species of valley were Carpinus cordata, Acer pseudo-sieboldianum, Quercus mongolica, Acer mono, and Abies holophylla, and the dominant species of mid-slope were Quercus mongolica, Acer pseudo-sieboldianum, Carpinus cordata, Tilia amurensis, and Fraxinus rhynchophylla. Moreover, the dominant species of ridge were Quercus mongolica, Acer pseudo-sieboldianum, Tilia amurensis, Fraxinus rhynchophylla, and Acer mono. According to rank abundance curve and species abundance curve, species evenness was also low. All of Log series, species richness, Margalef, and Shannon-Wiener index discriminated that valley had the highest diversity, and ridge had the lowest diversity; but, Simpson index, McIntosh index, and Berger-Parker index represented that mid-slope had the highest diversity, and ridge had the lowest diversity. Uniquely, in Berger-Parker index, mid-slope was the higher value than total.

• 한국전자통신학회논문지
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• 제12권5호
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• pp.763-770
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• 2017

항공기 전면에 장착되는 레이돔은 표적을 탐색 및 추적하는 데에 있어서 기동 중에 발생하는 다양한 이유로 굴절오차를 야기할 수 있다. 이러한 굴절오차는 마이크로파 탐색기가 허상표적을 탐지하고 있는 것을 의미한다. 3차원 공간상에서 항공기에 장착된 레이돔의 굴절률을 추정하는 목적으로 일반적으로 알려진 상호작용 다중모델(Interactive Multiple Model, IMM) 알고리듬을 적용한다. 하지만, 레이돔 굴절률과 같은 불확실한 시스템 모델의 계수를 추정할 수 있음에도 예측값의 범위를 벗어날 때에는 추정 성능을 보장할 수 없다. 본 논문에서는 레이돔 굴절률의 예측값을 IMM 알고리듬의 모드 계수로 두고 예측값을 갱신하는 방법을 제안하며, 제안한 방법의 레이돔 굴절률 추정 성능을 확인한다.

• Journal of Korean Neurosurgical Society
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• 제53권6호
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• pp.356-369
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• 2013

Objective : We performed a retrospective analysis of medical records and radiographic images of patients who never underwent spinal treatment including diagnosis. The objective of this study is to explain the biomechanical and physiologic characteristics of cervical alignment related to thoracic inlet angle including T1 slope changes in each individual. Methods : We reviewed the cervical CT radiographs of 80 patients who visited ENT outpatient clinic without any symptom, diagnosis and treatment of cervical spine from January 2011 to September 2012. All targeted people were randomized without any prejudice. We assessed the data-T1 slope, Cobb's angle C2-7, neck tilt, sagittal vertical axis (SVA) C2-7 and thoracic inlet angle by the CT radiographs. Results : The relationships between each value were analyzed and we concluded that Cobb's angle C2-7 gets higher as the T1 slope gets higher, while the SVA C2-7 value decreases. Conclusion : We propose that the T1 slope is background information in deciding how much angle can be made in the cervical spinal angle of surgical lordotic curvature, especially severe cervical deformity.

• 지적과 국토정보
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• 제52권1호
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• pp.95-104
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• 2022

본 연구는 2019년 4월 4일 강릉시 옥계면에서 발생한 산불 피해지역의 정확한 면적을 구하는 것을 목적으로 한다. 우리나라의 산림은 경사도가 존재하고 있으므로 평면적이 아닌 경사를 고려한 표면적을 구해야 한다. 국토지리정보원에서 제공하고 있는 DEM과 산림청에서 제공하는 제5차 수치임상도를 사용하였다. DEM에서는 각 화소의 중심점을 생성하고 모든 점을 연결하였다. 이때 연결선의 길이는 화소의 공간해상력과 cosine값을 통해 결정되며 높이값과 함께 표면적을 구하며, 이를 Slope-Aspect 알고리즘이라 한다. 산림의 표면적과 평면적을 나무의 수종, 산림의 종류에 따라 나타냈으며 이들의 정량적인 수치 차이를 통해 본 연구의 유효성을 입증하였다.

• Geomechanics and Engineering
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• 제24권4호
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• pp.389-397
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• 2021

Pile foundation is a typical form of bridge foundation and viaduct, and large-diameter rock-socketed piles are typically adopted in bridges with long span or high piers. To investigate the effect of a mountain slope with a deep overburden layer on the bearing characteristics of large-diameter rock-socketed piles, four centrifuge model tests of single piles on different slopes (0°, 15°, 30° and 45°) were carried out to investigate the effect of slope on the bearing characteristics of piles. In addition, three pile group tests with different slope (0°, 30° and 45°) were also performed to explore the effect of slope on the bearing characteristics of the pile group. The results of the single pile tests indicate that the slope with a deep overburden layer not only accelerates the drag force of the pile with the increasing slope, but also causes the bending moment to move down owing to the increase in the unsymmetrical pressure around the pile. As the slope increases from 0° to 45°, the drag force of the pile is significantly enlarged and the axial force of the pile reduces to beyond 12%. The position of the maximum bending moment of the pile shifts downward, while the magnitude becomes larger. Meanwhile, the slope results in the reduction in the shaft resistance of the pile, and the maximum value at the front side of the pile is 3.98% less than at its rear side at a 45° slope. The load-sharing ratio of the tip resistance of the pile is increased from 5.49% to 12.02%. The results of the pile group tests show that the increase in the slope enhances the uneven distribution of the pile top reaction and yields a larger bending moment and different settlements on the pile cap, which might cause safety issues to bridge structures.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1365-1371
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• 2008

Based on the data obtained from field investigation and soil testing to slope hazards occurrence section and non-occurrence section in gneiss area, a prediction technique was developed by the use of a decision tree model. The slope hazards data of Seoul and Kyonggi Province were 104 sections in gneiss area. The number of data applied in developing prediction model was 61 sections except a vacant value. The statistical analyses using the decision tree model were applied to the entrophy index. As the results of analyses, a slope angle, a degree of saturation and an elevation were selected as the classification standard. The prediction model of decision tree using entrophy index is most likely accurate. The classification standard of the selected prediction model is composed of the slope angle, the degree of saturation and the elevation from the first choice stage. The classification standard values of the slope angle, the degree of saturation and elevation are $17.9^{\circ}$, 52.1% and 320m, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 사면안정 학술발표회
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• pp.155-180
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• 2000

The pattern of domestic slope construction has been steadily changed from the simpled and small-scale to the large-scale and complicated one, frequently near the existing structures, as the density of population and the traffic increases. In some cases, the slopes become steeper and larger due to the road improvement and construction. For the rock slope, the existence of discontinuity cannot be disregarded and acts as an important factor on the slope stability. Most of the existing methods for stabilizing the slope were focused on reducing the slope angle. Under the specific geographic condition, it is necessary to concentrate more efforts on the research and development of supporting system for the slope stability. As a supporting system, it is often very advantageous to use the FRP pipe grouting method that is similar to the existing soil nailing method or the rock bolting method but uses the high strength FRP pipe as a principal reinforcement in place of steel bar. Through the FRP pipe, the grout material can be injected into the rock mass to improve its shear strength to the required value. .In this study, the characteristics of FRP are investigated by the laboratory tests and the field tests. And, the practical aspects of FRP method are reviewed and analyzed.