• Journal of Forest and Environmental Science
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• 제18권1호
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• pp.7-14
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• 2001

본 연구는 집중호우로 인하여 절토사면의 붕괴가 발생한 임도를 대상으로 수량화이론(II)을 이용하여 붕괴요인을 평가하였다. 그 결과는 다음과 같다. 임도 절토사면의 붕괴발생에 미치는 요인의 영향은 절토사면길이, 겉보기 토질, 사면방위, 절토사변경사, 산지경사 등 5개 요인이 가장 크게 나타났다. 특히, 절토사면길이는 8m 이상, 겉보기 토질은 토사, 사면방위는 북사면, 절토사변경사는 $60^{\circ}$이상, 산지경사는 $35{\sim}40^{\circ}$ 사이에서 사면붕괴에 기여도가 가장 크게 나타났다.

• 한국초지조사료학회지
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• 제20권1호
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• pp.31-40
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• 2000

This study was conducted to investigate the effects of application levels of swine manure fermented with sawdust(SMFS) and degree of the slope on productivity of corn, and nitrogen and organic matter runoff in corn cultivation soil. Main plots were consisted of the degree of slope, such as 0, 5 and 10, and the subplots consisted of application levels of SMFS, such as control, 200kgNha and 400kgNha. Lysimeter was constructed with 0.33m width, 3m length and 0.4m height. Dry matter(DM) yields of corn decreased as the slope increased but there was no significant differences between the degree of the slope. DM yields increased significantly as application levels of SMFS increased (pc0.05). DM yields decreased according to continuous cultivation of corn. Total nitrogen(TN) contents of the whole corn decreased as the slope increased(p<0.05). TN content in SMFS treatments was higher than that of non-SMFS treatment but there was no significantly different between SMFS treatments. TN yields decreased significantly as the slope and the application level of SMFS increased(p<0.05). Nitrogen and organic matter yields in the runoff waters increased as the slope and application levels of SMFS increased. The runoff of nitrogen and organic matter was more affected by the increase of the slope than application levels of SMFS. (Key words : Corn, Runoff, Swine manure, Degree of slope, Lysimeter)

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.1053-1059
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• 2009

In this study, slope hazards mitigation methods for a natural terrain are systematically classified to survey the mitigation methods and develop a data base system. Also, field survey sheets which can be recorded the features of mitigation methods installed in the natural slope are developed. The slope hazards mitigation methods in the natural slope are classified as hillside part method and valley part method. The slope part sheet and the valley part sheet are also drawn up for field survey. As the result of the filed survey of mitigation methods about 50 points in Muju and Jangsu area, grass painting and slope covering methods are dominant in case of slopes part. In case of valley part, slit dam, concrete check dam and slope foot barrier are applied simultaneously.

• 한국농공학회논문집
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• 제55권6호
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• pp.37-46
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• 2013

Many factors about the stability for the reservoir embankments is determined when the facility is completed. Therefore the initial design of the embankment is important. Many researchers focused the effect of soil parameters although the cross section greatly affects the stability and can be controlled in design step. The objective of this research is to analysis of the effects for the safety factor of slope and seepage according to change cross-section in embankment. As a result, the quantity of seepage decreased as the gradient of downstream slope decreased and was proportional to the height of embankments. There was a linear relationship between the gradient of slope and the safety factor of slope. However the gradient of slope did not affect other side slope. All in a relationship, regressive equations with a high correlation coefficient were calculated and can be applied the simple estimation method of the stability using the cross-section. As results of analyzing the sensitivity, the friction angle and permeability critically effect for the slope stability and the seepage, respectively. The effect of the slope gradient was similar to major soil properties.

• 한국지리정보학회지
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• 제10권2호
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• pp.122-128
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• 2007

효율적인 산불관리 및 예측을 위하여 GIS를 이용한 많은 연구가 이루어지고 있으며 특히 경사는 산불의 확산에 많은 영향을 주는 것으로 알려져 있다. 지형 중 경사를 분석하기 위해 일반적으로 DEM(Digital elevation model)을 이용하여 다양한 알고리즘들이 사용되고 있다. 하지만 산불의 확산속도가 상향사면과 하향사면에 따라 다르기 때문에 새로운 경사계산 알고리즘이 필요하다. 본 연구에서는 상향사면과 하향사면의 산불 확산속도를 반영할 수 있는 경사 계산 알고리즘을 개발하였다.

• 한국방재학회 논문집
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• 제9권5호
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• pp.57-62
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• 2009

경사면에서의 지표 연소물질에 대한 화염확산은 경사각변화에 따라 화염이 경사면과 가까워져 열전달이 많이 이루어져 확산이 빠르게 이루어진다. 기존 연구에서는 경사면에 대한 화염각 변화를 고려하지 않고 일반적으로 경사각의 기울어짐으로 인해 화염이 그 만큼 지표면과 가까워지는 것을 적용하였다. 따라서 본 연구에서는 경사면에서의 실제 화염의 성상에 대해 실험하였다. 그 결과 경사에 따른 화염기울기 산정식을 제안 하였고 경사조건에서의 화염기울기와 화염확산속도와의 관계에 대해 기술하였다.

• Geomechanics and Engineering
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• 제17권1호
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• pp.109-118
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• 2019

The movement of soil along a slope during rainfall can cause serious economic damage and can jeopardize human life. Accordingly, predicting slope stability during rainfall is a major issue in geotechnical engineering. Due to rainwater penetrating the soil, the negative pore water pressure will decrease, in turn causing a loss of shear strength in the soil and ultimately slope failure. More seriously, many constructions such as houses and transmission towers built in/on slopes are at risk when the slopes fail. In this study, the numerical simulation using 2D finite difference program, which can solve a fully coupled hydromechanical problems, was used to evaluate the effects of soil properties, rainfall conditions, and the location of a foundation on the slope instability and slope failure mechanisms during rainfall. A slope with a transmission tower located in Namyangju, South Korea was analyzed in this study. The results showed that the correlation between permeability and rainfall intensity had an important role in changing the pore water pressure via controlling the infiltrated rainwater. The foundation of the transmission tower was stable during rainfall because the slope failure was estimated to occur at the toe of the slope, and did not go through the foundation.

• 지질공학
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• 제31권4호
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• pp.463-478
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• 2021

The subjects of the study are the sedimentary rock slope of the Mesozoic Gyeongsang Supergroup, which has a high risk of failure. The orientation of the slope-face represents a variety of changing characteristics. The rocks of the slope shall be sandstone, siltstone and dacite, and discontinuities shall develop beddings, shear joints, extension joints, and dacite dyke boundary planes. The type and scale of failure varies depending on the type of rock and the strike/dip of the discontinuities, but the toppling failure prevails. Based on the face-mapping data, SMR, physical and mechanical testing of rocks, analysis and review of the stereonet projections and the critical equilibrium analysis, all four representative sections required a countermeasure method because the acceptable safety factor during dry and rainy seasons were far below Fs = 1.5 and Fs = 1.2. After applying the countermeasure method, both the dry and wet conditions of the slope exceeded the allowable safety factor. In particular, the face-mapping data of the slope-face, the geological cross-sections of several representative sections perpendicular to the slope-face, and the critical equilibrium analysis and the presentation of countermeasure methods that have been reviewed based on them are expected to be reasonable tools for the slope stability. In addition, it will be possible to use it as basic data for performance evaluation for slope maintenance.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.635-638
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• 2000

The feasibility study on the application of formed urethane to slope stabilization and backfill material was carried out through laboratory and field test. The physical and chemical properties of formed urethane were investigated. The slope stabilization effect of urethane was examined in the field occurred slope failure. The formed urethane and sprayed urethane admixed with seed was applied to protect the slope failure in this study.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.806-810
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• 2005

Slope was necessarily formed by development of hilly district for human living. At present slope is distributed about sixteen thousand in state road and expressway. Nevertheless, rule of preservation management for slope is overlapping or diffuse. In this study it analyze condition evaluation for slope.