• 제목/요약/키워드: Slope Structure

검색결과 929건 처리시간 0.034초

Electrical Characteristics of Enhancement-Mode n-Channel Vertical GaN MOSFETs and the Effects of Sidewall Slope

  • Kim, Sung Yoon;Seo, Jae Hwa;Yoon, Young Jun;Kim, Jin Su;Cho, Seongjae;Lee, Jung-Hee;Kang, In Man
    • Journal of Electrical Engineering and Technology
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    • 제10권3호
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    • pp.1131-1137
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    • 2015
  • Gallium nitride (GaN) is a promising material for next-generation high-power applications due to its wide bandgap, high breakdown field, high electron mobility, and good thermal conductivity. From a structure point of view, the vertical device is more suitable to high-power applications than planar devices because of its area effectiveness. However, it is challenging to obtain a completely upright vertical structure due to inevitable sidewall slope in anisotropic etching of GaN. In this letter, we design and analyze the enhancement-mode n-channel vertical GaN MOSFET with variation of sidewall gate angle by two-dimensional (2D) technology computer-aided design (TCAD) simulations. As the sidewall slope gets closer to right angle, the device performances are improved since a gradual slope provides a leakage current path through the bulk region.

지리산국립공원 바래봉지역 계곡부의 사면방향과 해발고에 따른 산림구조 (Forest Structure in Relation to Slope Aspect and Altitude in Valley forests at Baraebong, Jirisan National Park')

  • 박인협;서영권;최영철
    • 한국환경생태학회지
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    • 제16권4호
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    • pp.449-456
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    • 2003
  • 지리산국립공원의 바래봉지역을 중심으로 북향사면인 용산-바래봉지역과 남향사면인 팔랑-바래붕지역의 계곡부를 대상으로 사면방향과 해발고에 따른 산림구조를 조사분석하였다. 상층임관을 이루는 교목층의 밀도, 평균흉고단면적은 북향사면이 남향사면에 비하여 높았다 북향사면에서는 해발고가 높아짐에 따라 교목층 흉고단면적이 감소하는 경향이었다. 해발고가 증가함에 따라 상대중요치가 증가하는 주요 수종은 신갈나무이었으며, 감소하는 주요 수종은 졸참나무, 소나무 등이었다. 식생층 전체의 목본식물 종다양도는 북향사면이 1.:307로서 남향사면의 1.114보다 높았다 해발고대별 전체 식생층의 종수, 종다양도, 균재도는 2개 사면 모두 해발고가 높아짐에 따라 감소하는 경향이었다 Cluster분석 결과 남향사면 중, 하부의 졸참나무-낙엽활엽수군집, 남향사면 상부 북향사면 중 상부와 계곡 정부의 신갈나무-낙엽활엽수군집. 북향사면 하부의 소나무-신갈나무군집 둥 3개 군집으로 구분되었다. 상대중요치에 의한 종상관 분석결과 서어나무. 졸참나무, 쪽동백나무, 생강나무 등 4개 수종간, 밤나무, 철쭉꽃. 덜꿩나무 등 3개 수종간 유의적인 정의 상관이 있었다.

An approach of evaluation and mechanism study on the high and steep rock slope in water conservancy project

  • Yang, Meng;Su, Huaizhi;Wen, Zhiping
    • Computers and Concrete
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    • 제19권5호
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    • pp.527-535
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    • 2017
  • In this study, an aging deformation statistical model for a unique high and steep rock slope was proposed, and the aging characteristic of the slope deformation was better reflected. The slope displacement was affected by multiple-environmental factors in multiple scales and displayed the same tendency with a rising water level. The statistical model of the high and steep rock including non-aging factors was set up based on previous analyses and the study of the deformation and residual tendency. The rule and importance of the water level factor as a non-aging unit was analyzed. A partitioned statistical model and mutation model were established for the comprehensive cumulative displacement velocity with the monitoring study under multiple factors and multiple parameters. A spatial model was also developed to reflect and predict the whole and sectional deformation character by combining aging, deformation and space coordinates. A neural network model was built to fit and predict the deformation with a high degree of precision by mastering its feature of complexity and randomness. A three-dimensional finite element model of the slope was applied to approach the structure character using numerical simulations. Further, a three-dimensional finite element model of the slope and dam was developed, and the whole deformation state was analyzed. This study is expected to provide a powerful and systematic method to analyze very high, important and dangerous slopes.

Analysis of factors affecting vegetation cover for stabilization of granite weathered soil forest road cut slopes

  • Seong-Man Kim;Sung-Min Choi;Ye Jun Choe;Yun-Jin Shim;Joon-Woo Lee
    • 농업과학연구
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    • 제49권4호
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    • pp.809-819
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    • 2022
  • This study was conducted to improve the stability of cut slopes of forest roads in granitic weathered soil areas. The study area is a national forest road (road length 28.48 km) in Pyeongchang-gun, Gangwon-do. After data collection, a statistical analysis was performed using IBM SPSS (Ver. 26.0). First, the correlation analysis showed that structure, slope position, soil erosion, slope, and aspect (N, S) were correlated with vegetation coverage (p < 0.05). Elapsed years, slope distance, and aspect (E, W) were found to have no correlation with vegetation coverage. (p > 0.05) Second, one-way ANOVA and Kruskal-Wallis test results showed that vegetation coverage was worse when the slope was located at the top or the middle of the slope than at the bottom of the slope. In addition, the site with sheathing and gabions showed good vegetation coverage when compared with the site without structures. In the case of soil erosion, areas with severe damage and moderate damage showed worse vegetation coverage. Therefore, it is necessary to strengthen the slope angle of the cut soil of the granitic weathered soil area from 1 : 0.5 - 1.2 to 1 : 0.8 - 1.5. In addition, structures such as sheathing and gabions should be installed on granitic weathered land.

콘크리트 블록식 보강토 옹벽과 보강사면을 복합으로 이용한 보강토의 설계 및 시공사례 연구 (A Case Study of Hybrid Reinforced Geo-Structure using Reinforced Concrete Block and Slope)

  • 김영남;채영수;이강일
    • 한국지반신소재학회논문집
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    • 제4권4호
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    • pp.47-56
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    • 2005
  • 산업의 발달에 따라 효율적인 부지의 활용이 요구되면서 옹벽의 사용이 많아지게 되었다. 이러한 옹벽 중 지오그리드를 보강재로 하고 콘크리트 블록을 전면판으로 사용하는 블록식 보강토 옹벽(dry cast modular block wall, MBW)은 그 시공의 편이성과 경제성으로 인해 1980년대 초부터 꾸준히 사용이 증가하고 있는 추세이다. 그러나 이 방법은 토압이론에 기초하는 특성상 양질의 사질토를 사용하여야 한다. 이에 비하여 보강사면(reinforced soil slopes, RSS)은 $70^{\circ}$ 이하의 경사를 갖는 보강토체로서 공사에 사용되는 흙이 블록식 보강토 옹벽보다는 훨씬 광범위하다. 또한 본 공법은 양질의 사질토 구득이 어려운 점을 보완하고, 개발되는 부지의 효용성을 극대화하기 위하여 부지의 경계면에서 일정 높이의 수직으로 축조되는 블록식 보강토 옹벽을 축조하고 그 위에 보강사면을 축조하였다. 본 연구는 이러한 두 공법의 장점을 활용한 복합식 보강토체를 설계하고 시공한 결과에 대하여 설계 및 시공 시 고려하여야 할 사항에 대하여 연구하였다.

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16S rRNA 유전자 분석방법을 이용한 동해 울릉분지 심해 퇴적물 내 고세균 군집 구조 및 다양성의 수직분포 특성연구 (Community Structure, Diversity, and Vertical Distribution of Archaea Revealed by 16S rRNA Gene Analysis in the Deep Sea Sediment of the Ulleung Basin, East Sea)

  • 김보배;조혜연;현정호
    • Ocean and Polar Research
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    • 제32권3호
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    • pp.309-319
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    • 2010
  • To assess community structure and diversity of archaea, a clone sequencing analysis based on an archaeal 16S rRNA gene was conducted at three sediment depths of the continental slope and Ulleung Basin in the East Sea. A total of 311 and 342 clones were sequenced at the slope and basin sites, respectively. Marine Group I, which is known as the ammonia oxidizers, appeared to predominate in the surface sediment of both sites (97.3% at slope, 88.5% at basin). In the anoxic subsurface sediment of the slope and basin, the predominant archaeal group differed noticeably. Marine Benthic Group B dominated in the subsurface sediment of the slope. Marine Benthic Group D and Miscellaneous Crenarchaeotal Group were the second largest archaeal group at 8-9 cm and 18-19 cm depth, respectively. Marine Benthic Group C of Crenarchaeota occupied the highest proportion by accounting for more than 60% of total clones in the subsurface sediments of the basin site. While archaeal groups that use metal oxide as an electron acceptor were relatively more abundant at the basin sites with manganese (Mn) oxide-enriched surface sediment, archaeal groups related to the sulfur cycle were more abundant in the sulfidogenic sediments of the slope. Overall results indicate that archaeal communities in the Ulleung Basin show clear spatial variation with depth and sites according to geochemical properties the sediment. Archaeal communities also seem to play a significant role in the biogeochemical carbon (C), nitrogen (N), sulfur (S), and metal cycles at each site.

Adaptively selected autocorrelation structure-based Kriging metamodel for slope reliability analysis

  • Li, Jing-Ze;Zhang, Shao-He;Liu, Lei-Lei;Wu, Jing-Jing;Cheng, Yung-Ming
    • Geomechanics and Engineering
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    • 제30권2호
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    • pp.187-199
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    • 2022
  • Kriging metamodel, as a flexible machine learning method for approximating deterministic analysis models of an engineering system, has been widely used for efficiently estimating slope reliability in recent years. However, the autocorrelation function (ACF), a key input to Kriging that affects the accuracy of reliability estimation, is usually selected based on empiricism. This paper proposes an adaption of the Kriging method, named as Genetic Algorithm optimized Whittle-Matérn Kriging (GAWMK), for addressing this issue. The non-classical two-parameter Whittle-Matérn (WM) function, which can represent different ACFs in the Matérn family by controlling a smoothness parameter, is adopted in GAWMK to avoid subjectively selecting ACFs. The genetic algorithm is used to optimize the WM model to adaptively select the optimal autocorrelation structure of the GAWMK model. Monte Carlo simulation is then performed based on GAWMK for a subsequent slope reliability analysis. Applications to one explicit analytical example and two slope examples are presented to illustrate and validate the proposed method. It is found that reliability results estimated by the Kriging models using randomly chosen ACFs might be biased. The proposed method performs reasonably well in slope reliability estimation.

STUDY OF THE MARINE CLOUD STRUCTURE WITH AQUA AMSR-E

  • Shoom, Mariya Yu.
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume II
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    • pp.1007-1010
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    • 2006
  • This study investigates the spatial structure of the total cloud liquid water content Q fields over the Northwest Pacific Ocean during winter monsoon. The distributions of Q have been estimated from the brightness temperatures of the ocean - atmosphere system $T_B(f)$, where f is frequency, measured by AQUA AMSR-E in January -March 2003. Marine strati (St) and stratocumuli (Sc) are typical for winter monsoon season. They were analysed using mainly high-frequency channel at f = 36.5 GHz, vertical polarisation. $T_B$ data were accompanied by the data on near surface wind speed, air temperature and humidity from the nearest meteorological stations. Tow one-dimensional spectra were computed for downwind and crosswind sections of Q fields. The AMSR-E antenna field of view (14-8 km) and the cloud field sizes (100-1000 km) restricted the spatial scales. The results of case study Jan 31 2003 are presented. Scale-invariant spectrum is typical. In the cases of extended St levels a spectral slope equals about -1.7, conforming to classical -5/3 of turbulence theory. For Sc cases the absolute magnitude of spectral slope is rather higher, as a rule. The value is about -2. In the case when cloud streets are presented, a strait line form of spectrum is less reliable with a slope being rather lower (about -1.4).

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서울 양재천 하천 숲 조성에 의한 야생조류 서식특성 변화 연구 (A Study on Change of Wild Bird Habitat Characteristics According to Riparian Forest Construction in Yangjae Stream, Seoul)

  • 윤석환;한봉호;최진우;윤호근
    • 한국환경복원기술학회지
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    • 제21권5호
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    • pp.97-110
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    • 2018
  • The purpose of this study is to provide basic data and evidence for the habitat improvement of wild birds in urban stream by analyzing changes in habitat characteristics of wild birds by riparian forest construction in Yangjae stream in Seoul. In Gangnam-gu, the multi layered riparian forest consisting of landscape trees and shrubs was formed on the slope. In Seocho-gu, the vertical vegetation structure of woody and herbaceous wetland plants was good. In Gangnam-gu, the vegetation area of the slope increased and the vertical stratification structure affected the species diversity of the forest birds. The number of species and individuals of plovers, sandpipers and wagtails decreased due to the impact of bicycle roads and trails. The poor forests on the levee slope in Seocho-gu affected the habitat selection and migration of the forest birds. The willows and amur silver-grasses formed in the riverside have been developed into the riparian forest, thus stabilizing the habitat of water birds by blocking disturbances from the influence of the trails.

지질조건에 따른 도로사면 안정검토에 대한 사례연구 (A Case Study on Stability Evaluation of Road Slope based on Geological Condition)

  • 박철숙;김재홍
    • 지질공학
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    • 제17권4호
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    • pp.577-587
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    • 2007
  • 본 연구지역은 절취사면 연장이 약 450m에 달하며 사면 절취결과 암질의 측방변화가 현저한 지반조건을 나타냈다. 사면 안정대책의 수립을 위해 절취사면에서 구성암석, 지질구조, 불연속면의 방향성 등 지질공학적인 조사를 수행하였다. 절취사면의 방향성, 사면높이, 지반조건 등을 고려하여 6개의 Zone으로 구분하고, 안정성 분석은 불연속면의 방향성과 사면의 절취방향간의 기하학적 상관관계에 의한 안정성 분석이 가능한 DIPS 프로그램을 이용한 평사투영법으로 실시하였다. 사면안정성 분석결과를 바탕으로 시공성, 안정성, 경제성을 고려하여 비교적 큰 암괴의 이완시 도로 하단부에 미치는 영향을 최소화 할 수 있는 고강도 낙석 방지망(higth tensile steel wire net) 설치, 사면 보호공, 옹벽의 증고 등 다양한 공법으로 사면안정 대책을 수립, 시행하였다.