• 한국환경복원기술학회지
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• 제6권4호
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• pp.43-51
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• 2003

임도의 절토비탈면의 각 조사구를 토양침식 및 붕괴발생의 발생 유무에 따라 안정구와 불안정구로 구분하고 절토비탈면의 안정에 영향을 미치는 인자를 도출하여 비탈면의 안정성을 평가한 결과는 다음과 같다. 1. 절토비탈면에서 발생한 토양침식량은 표고, 상부(사면위치), 볼록사면(凸), 사면경사, 비탈면길이, 사질식양토(SiL), 남쪽(South)사면과는 정의 상관을, 식생피복도, 평형사면(${\square}$), 미사질식양토(SiCL)와는 부의 상관관계를 보였다. 2. 절토비탈면의 안정성 판별에 대한 상대적 기여도는 식생피복도, 토양경도, 사면경사, 표고, 미사질양토, 볼록사면, 복합사면의 순으로 나타났다. 3. 절토비탈면에서 안정구(2)와 불안정구(1)의 중심값은 각각 -1.194와 1.127로 나타났으며, 이때 판별구분치는 -0.072이었다. 4. 절토비탈면 조사구의 불안정구와 안정구에 대한 판별능력의 적중율은 불안정구는 125개 중 117개가 판별됨으로서 93.6%의 적중율을, 안정구는 117개의 조사구 중 102개를 판별 시켜 87.2%의 적중율을 보였으며 두 그룹의 전체 판별능력은 90.4%였다.

• 한국지반신소재학회논문집
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• 제17권2호
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• pp.9-18
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• 2018

본 연구에서는 사면 붕괴시 거동특성을 분석하기 위하여 실규모 사면 붕괴 모의실험을 수행하고, 계측된 자료를 역변위와 분석구간(K)의 변화에 따른 x-MR 관리도를 통해 분석하였다. 본 연구 결과, 역변위와 x-MR 관리도 분석에서 사면이 최종 붕괴하기 4분 앞선 시점에서 붕괴 위험징후를 확인하였다. 분석구간에 따른 관리 한계선의 변화를 분석한 결과, x-MR 관리도 작성시 K는 3을 적용하는 것이 효과적이며, 역변위의 x-MR 관리도 기법을 활용함으로써 보다 신속하고 객관적인 판단을 통해 사면 이상거동에 대한 사전예측에 도움이 될 것으로 판단된다. 통계관리도 기법을 적용한 사면붕괴 예측기법은 사면 계측관리기준의 기초자료로 활용이 가능하며, 사면 재해로 인한 인명 및 재산피해 경감에 기여할 수 있을 것으로 판단된다.

• 산업기술연구
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• 제21권A호
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• pp.33-40
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• 2001

Heat loss from the trapezoidal fins haying different upper side slope and that from a rectangular fin are investigated by the three dimensional analytic method. It is shown that the trapezoidal fins having different upper side slope become an approximate rectangular fin by inst adjusting the slope factor. The comparison of the heat loss between a rectangular fin and an approximate rectangular fin is represented as a function of the non-dimensional fin length, fin width and Biot number to make sure that the analysis on the trapezoidal fins having different upper side slope is countable. One of the results is that the relative value of heat loss between a rectangular fin and an approximate rectangular fin is less than 1.5% for given ranges of non-dimensional length and width in case of Bi = 0.1.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2004년도 춘계학술대회
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• pp.1963-1968
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• 2004

A collection efficiency of cyclone is influenced by cut-size and slope of grade efficiency curve. It has been recognized that the collection efficiency is improved when the cut-size is reduced. However, effects of the slope have never been studied so far. In this study, we analyze a relationship between slope of grade efficiency and collection efficiency in two-stage cyclones. In single stage cyclones, higher slope cyclones have high efficiency. On the contrary to single stage cyclone, collection efficiency of two-stage cyclone have the maximum value when the first cyclone has a lower slope and second cyclone is high.

• 한국산림과학회지
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• 제19권1호
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• pp.25-31
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• 1973

1) 남서부(南西部) Mojave Desert의 식생관계(植生關係)를 동서남북(東西南北) 사면별(斜面別)로 1971년(年) 12월(月) 10일(日)부터 12일(日) 사이에 분석(分析) 비교(比較)하였다. 2) 조사지중(調査地中). Lycium andersonii가 우점종이고 다음으로 중요치(重要値)가 높은 종(種)들은 Larrea, Ephedra Franseria 등의 순서(順序)이었다. 3) 남사면(南斜面)에서의 Lycium의 중요치(重要値)는 다른 사면식물(斜面植物)보다 높아 약(約) 반(半)을 점유(占有)했다. 4) 식물상(植物相)은 지극(至極)히 단순(單純)하고 밀도(密度)가 낮아 35개(個) $1m^2$ 방형구(方形區) 중(中) 10종(種) 40개본(個本) 이내(以內)였다. 5) 사면별(斜面別) 식생(植生) 차이(差異)는 없었다. 6) 각(各) 사면별(斜面別) 중요치(重要値) 계수(係數)에 의한 군락계수(群落係數)의 비교(比較)에 의하면 87% 이상(以上)으로 거리(距離) 방향(方向)에 관계(關係)없이 이곳은 모두 같은 군총(群叢)에 속(屬)한다. 7) 본(本) 조사지(調査地)에서 공통(共通)으로 나타난 종(種)은 Lycium, Larrea, Ephedra, Franseria, Eriogonum, Yucca, Aster 등 7종(種)이다.

• The Korean Journal of Ecology
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• 제25권1호
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• pp.33-39
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• 2002

Objectives of this study are to make clear the vegetation structure of Hovenia dulcis community in the Korean Peninsula over ten mountains including 17 plots. The results were summarized as follows. Habitat of the community indicated that elevation ranged from 115 meter to 720 meter at the sea level, slope aspect in nearly all directions, bare rock from 0 to 90 percent, slope degree from 10$^{\circ}$ to 40$^{\circ}$, topography from valley to middle slope, the height of tree layer from 8m to 22m, the diameter at breast height from 12cm to 59cm and coverage from 65% to 95$\%$$\%$

• 한국환경복원기술학회지
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• 제8권5호
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• pp.47-55
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• 2005

This study was conducted to suggest revegetation character for environment factor of slope. Field test carried out for the man-made slope with three types(0.5cm no net, 3.0cm no net, 3.0cm net) revegetation methods in Hwaseong. Test revegetation plants were Festuca arundinacea, Lolium perenne, Lespedeza cyrtobotrya and Indigofera pseudo-tinctoria M. The result of this study can be summarized as follows; 1. The soil hardness, the soil acidity, and the soil humidity of three types(0.5cm no net, 3.0cm no net, 3.0cm net) revegetation methods were at a suitable value for plants growth. 2. All plant growth index(seedling number, ground coverage, plant height, plant weight, etc) of south slope were better than north slope. But plant growth index of net plots were similar to no net plots. 3. For washout investigation, washout quantity of north slope was plentifully measured from south slope, and 1 amount of rainfall will be big was visible appears plentifully.

• 한국환경복원기술학회지
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• 제4권2호
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• pp.74-83
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• 2001

The purpose of this study was investigate to the influence of forest roads characteristics and environment factors on the soil erosion, stability and vegetation survival of cut slope in forest roads. The results obtained could be summarized as follows; 1. The correlated factors between slope erosion and variables in cut slope were altitude, convex, degree of slope, length of slope and soil depth. In the stepwise regression analysis, length of slope and soil hardness was a high significant and its regression equation was given by -89.6136 + 15.0667X14 + 16.6713X15($R^2$ = 0.6712). 2. The main factors influencing the stability of cut slope were significant in order of coverage, middle, convex, length of slope and north, and its discriminant equation was given by -1.019 + 0.064X22 - 0.808X8 - 0.622X24 + 0.742X11 - 0.172X14 - 0.545X6 ($R^2$ = 0.793). 3. The centroids value of discriminant function in the stability and unstability estimated to 1.244 and -1.348, respectively. The boundary value between two groups related to slope stability was -0.1038. The prediction rate of discriminant function for stability evaluation of was as high as 91.3%. 4. The dominant species of invasion vegetation on the cut slope consist with Carex humilis, Agropyron tsukushiense var. transiens, Calamagrostis arundinacea, Miscanthus sinensis var. purpurascens, and Ixeris dentata in survey area. The rate of vegetation invasion more increased by time passed. 5. The life form of invasion vegetation in cut slop showed to $H-D_1-R_{2,3}-e$ type of the hemicryptophyte of dormancy form, dissem inated widely by wind and water of dissminule type, moderate extent and narrowest extent of radicoid type, erect form of growth form. 6. The correlated factors between forest enviroment and coverage appeared north, passage years and middle position of slope at 5% level. The forest environment factors influencing the invasion plants in survey area were shown in order to altitude, passage years, rock(none), forest type(mixed) and stone amount. The regression equation was given by 17.5228 - 0.0911X3 + 3.6189X28 15.8493X22 19.8544X25 + 0.3558X26 ($R^2$ = 0.4026).

• Computers and Concrete
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• 제16권1호
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• pp.179-190
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• 2015

An experimental program has been carried out to investigate the effect of edge-slope on compressive strength of concrete specimens. In this study, effect of such slope was investigated by testing 100 standard cylinder specimens and 40 standard cubes. When molds are put on a slanted place, wet concrete starts to flow through the open end of mold. It keeps flowing until it reaches to a parallel surface with the place over which it was placed. That creates a sloped surface over the loading area. Experimental results revealed significant relationships between failure loads and slope of loading surface for cylinders. Angled cracks occurred in sloped cylinder specimens. Tension cracks occurred in cube specimens. Fracture mechanisms were also evaluated by using finite element analyses approach. Experiments yielded an exponential curve with bandwidth for cylinders. Average value of curve is $y={\frac{\pi}{2}}e^{-cf}$ between slope and compressive strength. Inclination is much effective parameter for cylinders than cubes.

• 산업기술연구
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• 제31권A호
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• pp.87-94
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• 2011

This paper is results of analyzing characteristics of landslides occurred in Wonju, Gangwondo, around July, 16 in 2006, caused by heavy rainfall and antecedent precipitation by two typhoons of Ewiniar and Bilis. The main causes of landslides were antecedent precipitation during July 8 to 15, resulting in weakening grounds by increasing the degree of saturation previously, and the heavy rainfall during July 15 to 16. Most of landslides in natural slopes were transitional failures occurred along the boundary between the residual weathered soil in shallow depth and the hard mother rock. From results of conclusive analyses regarding 28 sites in Wonju region where landslides occurred, the slope length of landslide, the slope width, and the slope area were less than 50m with 71% of frequency, 20m with 79% of frequency and $300m^2$ of 64% of frequency respectively. The average value of slope angle was $35^{\circ}$. The most probable direction of slope was found to be north because of topography and advancing direction of seasonal rain front.