• 한국방재학회 논문집
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• 제8권5호
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• pp.103-109
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• 2008

사면에서의 강우는 경사와 토양의 물리적 성질에 따라 침투와 유출이 분리되게 되는데, 사면 해석에서는 강우가 모두 침투된다는 가정 하에 분석이 이루어져 지하수위가 과대 산정되는 경향이 있다. 따라서 본 연구에서는 서울지점의 강우분석에 이어 해석적 침투모형 중 적용성이 뛰어난 NRCS 모형과 Horton 모형을 이용하여 토양형에 따른 침투량과 유출량을 분리시킨 후, 토양을 분석하였다. 사면의 경사는 국내 설계기준에 의해 많이 적용되는 경사에 대한 단면을 구성하였으며, 산정된 침투량을 바탕으로 경사보정을 한 후 수치해석을 통해 침투거동 및 지하수위양상에 대해 분석하였다. 분석 결과에서 토양형이 D형에서 A형으로 갈수록 지하수위 변화양상이 크게 나타났다.

• 한국운동역학회지
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• 제28권3호
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• pp.165-173
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• 2018

Objective: The purpose of this study is to provide biomechanical basis data for the analysis of the maximum vertical ground reaction force, the maximum plantar pressure, the average plantar pressure, and the contact area according to the type of the insole through the insole insertion type foot pressure gauge. Method: In the treadmill, the slope was set at 10%, the first type A was worn at a walking speed of 3.5 km / h, and then walking was carried out using B, C, and D types. Data from 20 boots with consistent walking were extracted and plantar pressure data were collected and analyzed. Results: Functional insole was more effective than conventional insole for maximum vertical ground reaction force, maximum plantar pressure, average plantar pressure, and contact area at 10% of treadmill ramps. Conclusion: In this study, D-type insole supports the cushion in the middle part and supports the heel cup with hardness in the hind part, so that it is the most effective insole by lowering the plantar pressure and dispersing it more widely.

• 한국토양비료학회지
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• 제25권2호
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• pp.111-126
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• 1992

pH와 산화환원(酸化還元) 전위(電位)가 토양(土壤)의 규산흡착(珪酸吸着)에 미치는 영향(影響)을 보기위하여 두개의 필리핀토양과 두개의 한국 토양을 사용하여 실내(室內)에서 실험하였다. 규산의 등온흡착(等溫吸着)은 등온흡착(等溫吸着)의 분류체계(分類體系)에 의하면 약(弱)한 L-type(점근선적(漸近線的) 증가(增加))을 지닌 C-type(직선적(直線的) 증가(增加))에 속(屬)하였다. 규산의 등온흡착(等溫吸着)은 Freundlich와 Tempkin 등온흡착식(等溫吸着式)에 잘 맞았으나 Langmuir 등온흡착식(等溫吸着式)에는 잘 맞지 않았다. Molybdenum-blue 법(法)에 의한 규산 발색시(發色時) 환원(還元) 및 낮은 pH 조건(條件)에서 $Fe^{2+}$ 이온에 기인(起因)된 것으로 보이는 발색장해(發色障害)가 나타났다. Freundlich 식(式)의 절편(切片), Tempkin 식(式)의 기울기, "Silica reactivity"와 C-type slope" 등 4개의 지표(指標)를 규산흡착에 미치는 처리효과 판정(判定)을 위한 지표(指標)로서 검토(檢討)하였다. 이들중 "Silica reactivity"와 C-type slope"는 본(本) 실험에서 제안(提案)된 지표(指標)였다. 4개의 지표(指標)중 "C-type slope"가 가장 좋은 지표(指標)로 판명되었다. C-type 등온흡착(等溫吸着)의 직선회귀(直線回歸)는 Freundlich와 Tempkim식(式)과 거의 동일(同一)한 높은 직선회귀(直線回歸) 상관계수(相關係數)를 보였다. 또한 pH와 log(C-type slope)는 고도(高度)의 직선관계(直線關係)를 보였다. C-type slope를 지표로 이용한 처리효과 분석(分析)결과 pH와 토양종류(土壤種類)는 규산의 토양흡착에 크게 영향을 미치는 반면 산화환원(酸化還元) 전위(電位)의 효과는 없었다. 모든 형태(形態)의 Al과 Fe 및 OM이 규산흡착과 고도(高度)의 상관(相關)을 보였으며 그 중 $Fe_d$가 기여도(寄與度)가 가장 큰 성분(成分)으로 나타났다. 산화(酸化)알루미늄의 분별정량법(分別定量法)이 확립(確立)되어 있지 않은 결과(結果) Al의 기여도(寄與度)는 불확실(不確實)하게 나타나는 것으로 보였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제6권4호
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• pp.73-81
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• 2001

산업과 생활수준의 발달로 지하수 사용량은 증가되어 가고 있다. 지하수 해석을 위해서 대수층의 특성변수의 결정은 매우 중요하다. 대수층의 해석과 고전적인 도식적 방법의 주관성을 제거하기 위해 여러 가지 수치방법이 개발되어 왔다. Theis의 관계곡선과 현장 자료를 토대로 유도된 SM방법이 누수대수층과 비누수대수층에 대한 해석을 위해 사용되어 왔다. 본 논문에서는 SM방법을 토대로 전달계수, 저류계수, 누수계수를 결정하기 위한 자동화된 포트란 프로그램을 개발하여 제시하였다. 기존의 양수시험 자료를 토대로 개선된 SM방법의 결과는 기존의 SM방법의 결과와 거의 일치하고 있다.

• 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).

• 자원환경지질
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• 제33권1호
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• pp.51-59
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• 2000

As a part of natural hazard assessment, regional slope stability analysis was conducted using Geoscientific Information System (GIS) in the northern area of Chungju Lake. Selected factors which affect the slope stability in the study area were lithology, soil, density of lineament, groundwater level, dip of slope, aspect of slope, and geological engineering properties. Geological structural domains were determined by collected data of joint orientation from about 200 sites in order to produce a slope instability map. Potential type of failure and its direction could be expected through the domains. And a slope instability map was produced, comparing the representative orientations of the domains with the orientations of the slopes which were made through TIN module in ARC/INFO. Under the consideration of environmental geological characteristics of the study area, rating and weighting of each factor of slope stability analysis were decided and spatial analysis of regional slope stability was couducted through overlaying technique of GIS. The result of areal distribution of slope stability showed that the most unstable area was the area between Mt. Pudae and Mt. Jubong, and the northern area of the railway station, Samtan.

• 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$\%$$\%$

• 한국기후변화학회지
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• 제9권3호
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• pp.293-302
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• 2018

This study was carried out to provide basic information on efficient preservation and management of an Abies koreana forest through analyzing the ecological characteristics by slope in Seseok, Mt. Jirisan. Soil moisture content at southern and northern slopes was 29.9% and 21.7%, respectively, and there was no significant difference among soil properties between southern and northern slopes. The importance value of A. koreana in the southern and northern slopes was high for tree and subtree layers, respectively. It is noteworthy that many seedling and saplings of A. koreana were present on the southern slope. The species diversity was 0.413 for the tree layer, 0.632 for the subtree layer, and 0.609 for the shrub layer on the southern slope and 0.396 for the tree layer, 0.783 for the subtree layer, and 1.215 for the shrub layer on the northern slope. Evenness and dominance ranged from 0.371 to 0.609 and 0.629 to 0.391 on the southern slope and from 0.380 to 0.968 and 0.620 to 0.032 on the northern slope, respectively. The mortality of A. koreana was 9.6% on the southern slope and 24.4% on the northern slope, a distinct difference between the slopes. The mortality type at two slopes was the highest proportion of standing dead. Annual mean tree ring growth of A. koreana on the southern slope (1.76 mm/yr) was higher than that on the northern slope (1.64 mm/yr).

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.240-247
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• 2010

The soil nailing system is becoming common as reinforcement method of slope face in soil. It has application to obtain slope stability method and scaffolding system. It has some troubles when the soil nailing system is applied to the downtown because it could be invaded someone's private area. Thus, in this paper, wedge type removable soil nailing system which can easily remove deformed bar in final excavation step is developed. Field pull-out test is performed to evaluate deformed bars removal and pullout resistance characteristics. According to this result, application of Wedge Type Removable Soil Nailing System is performed.

• 한국터널지하공간학회 논문집
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• 제2권2호
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• pp.50-61
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• 2000

터널의 갱구부는 터널에서 3차원 거동을 가장 뚜렷하게 보이는 부분이며 대체로 풍화가 진행되어 거의 토사화되어 있는 취약한 암반에 시공됨에 따라 비탈면은 잠재적인 활동체가 되게 된다. 터널 갱구부 비탈면에서 안정에 위해되는 요인이 발생했을 경우 파괴가 급속히 진행되어 대형사고로 이어질수 있으므로 특별한 안정화 대책이 필요하여 경제적으로 큰 부담이 된다. 이를 해결하기 위한 방안으로 갱구부 비탈면을 수평 아치형으로 굴착하게 되면 굴착량이 줄어서 경제적이고 자연훼손이 줄어들며 보다 안전하고 아름다운 형상을 기대할 수 있다. 그러나 인식부족으로 인하여 이와 같은 시도는 거의 이루어지지 않고 있어서 면벽식 갱구부가 보편화 되어 있는 실정이다. 본 연구에서는 아치형 갱구부 비탈면의 이점을 알아보기 위하여 3차원 수치해석을 ㄷ형과 아치형 비탈면에 대하여 각각 수행하여 그 결과를 서로 비교하였으며 터널 굴진과 암반강성에 따른 갱구부 비탈면의 안정성은 비탈면에서 발생되는 최대전단변형율과 막장면에서 터널굴진에 따른 소성접근도를 분석하여 검토하였다.