• Geotechnical Engineering
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• v.11 no.4
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• pp.49-62
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• 1995

Soil nailing has been widely rosed during the last two decades to stabilize sheep excavated slopes in several countries. In thin study, the discrete element method has been applied to evaluate the stability of the reiuorced slope. This method is capable of not only estimat ins tensile and sheer stresses mobilized in nails but also providing individual safety factors of soil and nails, It has been assumed that the nailed slope be comprised of slices connected with elastoplastic twinkler springs. A reasonable mechanism is applied for representing the behavior between nails and adj scent soils. Taking into account for the bequence of construction the developed method well predicts the measured tensile forces developed in nails so that it is possible to appropriately evaluate the overall safety factor.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4C
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• pp.239-245
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• 2006

The steep slopes have been increased of new roads, industrial site development and large scale residential development. The preservation administration and steep slope construction are currently investigated by many researchers in Korea. However, concrete retaining wall or reinforced soil (i.e. Block or Pannel) are being applied for the steep slope, which results in the front face form of the structure being limited. This research investigates the method that can make up afforestation environment-friendly circumstances during the construction of steep slope structure. It is considered that steep slope reinforced structure would be possible based on the monitoring results about earth pressure, horizontal displacement and consolidation quality generated during the construction of whole constructing reinforced structure. Also, there no problems in grassy surface, drainage, and deformation in spite of rainy season after construction period and until now. So that the seeding soil layer surface reinforced soil method could be adopt for steep slope reinforced structure and others.

• Journal of Korean Society of societal Security
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• v.4 no.1
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• pp.67-74
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• 2011

This paper was to examine the causes of steep slope failure during the season of heavy rainfall. For the purpose, the paper carefully analyzed the sites of steep slope failure, which happened in July 2009. The direct cause of steep slope failure was much related to heavy rainfall during summer. The paper continued to verify that additional causes include the malfunction of diverse waterways, the slope design without considering weathering soils and related characteristics, the lack of the waterway size, the intrusion of plant roots, the reinforced technique without considering slope conditions, etc.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.12
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• pp.258-264
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• 2018

In this study, the improved performance of sprayed green soil was evaluated by incorporating functional additives. The optimal mixing ratio of the thickener and super-absorbent polymer, as an additive for moisture supply to the growth of plants within the range of mixing ratios that gives sufficient strength of green soil, was 5% and 1%, respectively. Using Portland cement as a main binder, the pH of the green soil was 9.1. To solve this alkali problem, the mixing proportion was improved so that the pH of the green soil was approximately 7.2 by mixing more than 10% of the chelate resin. The soil conductivity was measured to be 280 ~ 350mS/m under all the mixing conditions. This satisfied the criterion of less than 1000mS/m on the slope surface. As a result of measuring the soil hardness of the green soil prepared under the optimal mixing conditions of functional additives, it satisfied the criteria of 18 ~ 23mm when sprayed under a 1 bar pressure. The rebound rate was less than 15% when spraying green soil on a 75 % slope, and the hardness of the sprayed green soil was more than 18 mm.

• Proceedings of the Korea Water Resources Association Conference
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• 1989.07a
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• pp.163-172
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• 1989

강우로 인한 급경사면의 흐름 해석은 지배방정식인 연속방정식과 운동량 방정식에 의해 수치적으로 해석된다. 이에대한 해석 방법에는 수문학적인 방법과 수리학적인 방법이 있는데, 본 연구에서는 세인트 베난트 방정식을 초기 및 경계조건에 맞게 푸는 수리학적인 방법을 이용하였고, 일반적인 완경사면에서 그 영향이 작아 무시되었던 경사의 영향을 고려한다. 수치해석 과정은 지배방정식에 무차원 매개변수를 도입하여 6점 음해법을 이용하여 해석하였다. 수치실험은 마닝(Manning)의 조도계수 n을 변화시키면서, 각각 검사에서 강우에 의한 평형상태에 도달한 이후의 수심과 유량, kinematic flow 수, 후르드 수, 평형상태 도달시간등 변수 상호간의 관계를 고찰하였다.

• Journal of Korean Society of Disaster and Security
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• v.14 no.4
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• pp.29-36
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• 2021

Recently, due to climate change, the slope is increasing, and the risk of steep slope disasters such as the occurrence of slope collapse in the east coast and Busan region in 2019 and the Gokseong landslide in 2020 is increasing. Particularly, most national parks are made up of mountainous areas, and the risk of disasters on steep slopes is increasing. As the ground of the national park is aging and the weathering and jointing of the bedrock are accelerating due to climate change, the slope collapse and rockfall are increasing, and the annual number of visitors is increasing, it is necessary to manage steep slopes adjacent to multi-use facilities with many users. In this study, dangerous steep slopes that affect multi-use facilities in national parks were analyzed using GIS and verified through field surveys. As a process for extracting steep slopes adjacent to multi-use facilities in national parks, the slope was made in DEM and slopes of 34 degrees or higher were extracted. The difference between the maximum and minimum heights of the extracted slopes was used to confirm that the slopes met the standard for steep slopes, and the analysis of the slope direction was used to confirm whether it had an effect on the multi-use facilities. After that, precision aerial images and field photos were analyzed to finally identify risks at 4 sites, and field surveys were conducted. As a result of the field survey, all 4 sites were found to be steep slopes, 3 were graded D and 1 was graded C, so it was confirmed that management was required as a risk of collapse. All steep slopes extracted through GIS were found to be dangerous, so it is judged that the extraction of steep slopes through GIS would be appropriate.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.137-137
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• 2017

우리나라는 산지가 64%를 차지하고 있기 때문에 토양침식 위험성이 큰 급경사지가 많다. 산지사면 토양은 대부분 사질토와 사양토로 이루어졌다. 급경사면에서의 토양침식이 많이 발생함에도 이에 대한 연구결과는 부족한 실정이다. 본 연구에서는 사양토로 구성된 나지사면에 대한 토양침식 특성을 파악하고자 강우모의 실험을 수행하였다. 강우모의 실험의 강우강도는 전국의 확률강우분포 3~200년 빈도의 30분 강우강도인 60mm/hr~130mm/hr의 범위였다. 사면경사는 급경사지 범위을 대표하는 $24^{\circ}$와 $28^{\circ}$에서 실험을 하였다. 실험은 발생하는 지표유출과 지표하유출를 수집하여 측정하였으며, 지표표면에 잉크를 뿌린 다음 실험을 동영상 촬영하여 속도를 측정하였다. 지표유출량을 건조로에 넣고 건조시켜 토양침식량을 측정하였다. 그리고 강우운동에너지는 광학디스트로메터(Pasivel)을 이용하여 측정하였다. 강우운동에너지를 측정한 결과 $800J/m^2{\sim}1700J/m^2$ 범위였다. 강우강도가 클수록 지표유출량과 토사유출량은 증가하였다. 경사가 증가함에 따라 지표유출량은 큰 변화가 없으나, 토양침식량은 크게 증가하였다. 지표하유출량은 강우강도와 경사가 증가하여도 큰 변화가 없었으며, 강우 발생이 멈추면 즉시 감소하였다. 사양토의 점토성분이 강우의 침투를 저해하고, 모래보다 많은 양의 물을 함유하는 있는 것으로 파악 되었다. 그러나 사질토보다 토양입자가 작은 사양토에서 상대적으로 많은 토양침식이 발생하였다. 강우에너지가 증가하면 유사농도는 감소하는 경향을 보였다. 이는 강우에너지가 증가함에 따라 지표유출량의 증가율에 비해 토양침식량의 증가율이 작기 때문인 것으로 판단된다.

• Journal of the Speleological Society of Korea
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• v.6 no.7
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• pp.28-31
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• 1981

본역의 Karst Terrain은 태백산맥 준령의 서록상에 위치하여 있으므로 한반도에 분포하는 Karst Terrain 중 고도가 가장 높은 것이다. 그 해발고도는 700m 내외이다. 백복령(833m) 생계령(826m) 자병산(871m) 등은 본역의 태백산맥 준령상에 있다. Karst Terrain이 분포하는 태백산맥 준령의 서측은 완만한 경사의 지형을 이루나 그의 동측은 급경사를 이루어 Karst 제현상의 형성과 발달과정에 매우 특이한 양상을 보여준다.(중략)

• The Journal of Engineering Geology
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• v.29 no.2
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• pp.85-97
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• 2019

It can be observed that steep slopes ($65^{\circ}$ to $80^{\circ}$) consist of rock masses were kept stable for a long time. In rock-mass slopes with similar ground condition, steeper slopes than 1 : 0.5 ($63^{\circ}$) may be applied if the discontinuities of rock-mass slope are distributed in a direction favorable to the stability of the slope. In making a decision the angle of the slope, if the preliminary rock mass conditions applicable to steep slope are quantitatively setup, they may be used as guidance in design practice. In this study, the above rock mass was defined as a good continuum rock mass and the quantitative setup criterion range was proposed using RMR, SMR and GSI classifications for the purpose of providing engineering standard for good continuum rock mass conditions. The methods of study are as follows. The stable slope at steep slopes ($65^{\circ}$ to $80^{\circ}$) for each rock type was selected as the study area, and RMR, SMR and GSI were classified to reflect the face mapping results. The results were reviewed by applying the calculated shear strength to the stable analysis of the current state of rock mass slope using the Hoek-Brown failure criterion. It is intended to verify the validity of the preliminary criterion as a rock mass condition that remains stable on a steep slope. Based on the analysis and review by the above research method, it was analyzed that a good continuum rock mass slope can be set to Basic RMR ${\geq}50$ (45 in sedimentary rock), GSI and SMR ${\geq}45$. The safety factor of the LEM is between Fs = 14.08 and 67.50 (average 32.9), and the displacement of the FEM is 0.13 to 0.64 mm (average 0.27 mm). This can be seen as a result of quantitative representation and verification of the stability of a good continuum rock mass slope that has been maintained stable for a long period of time with steep slopes ($65^{\circ}$ to $80^{\circ}$). The setup guideline for a good continuum rock mass slope will be able to establish a more detailed setup standard when the data are accumulated, and it is also a further study project. If stable even on steep slopes of 1 : 0.1 to 0.3, the upper limit of steep slopes is 1 : 0.3 with reference to the overseas design standards and report, thus giving the benefit of ensuring economic and eco-friendlyness. Also, the development of excavation technology and plantation technology and various eco-friendly slope design techniques will help overcome psychological anxiety and rapid weathering and relaxation due to steep slope construction.

• Proceedings of the Korean Geotechical Society Conference
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• 1993.10a
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• pp.63-68
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• 1993

Soil nailing is a method of reinforcing natural deposits of soil with passive inclusions, called nails, of steel or other materials. Its purpose is mainly to increase the tensile and shear strength of the soil mass. This method has been widely used during the last two decades to stabilize steep slopes in several countries (France, Germany, USA, Japan, etc.). The design methods that have been mostly used are Davis method, German method, and French method which are based on limit equilibrium approaches, and Juran method which utilizes the kinematical limit equilibrium design concept. This paper is focussed on the evaluation of the available design methods(especially, the France, Davis and German design methods) through comparison with each different assumption for the failure surface, the concept of failure mechanism and the definition of safety factor. The parametric study to identify the effects of design parameters on the overall factor of safety has also been conducted. By considering the results along with the associated assumptions which have been postulated in the several methods, the applicability of the method for a given soil and nail conditions has been evaluated.