• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1-13
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• 2010

Numerous landslides had occurred in Kangwondo in July 2006 and several restoration works had been done. A-day-accumulative rainfalls from July 12 to July 13 and July 15 to July 16 were 176mm and 202mm respectively. Disaster sites at which slope failures were studied to main causes of slope failures by investigating characteristics of rainfall, geological formation, topography and ground surface exploration around the boundary of landslides. In this study, a series of slope restoration work process is presented for reference which about the landsliding area in Han-Gye-Ryeong to O-Saek in Kwangwon-do where one of the most severe damaged area in 2006. The slope restoration work process includes site investigation, analysis on affected factor, restoration or reinforcing method design, construction procedure and recent status of that area. Also several considering points are suggested while design and construction for the reference at the other restoration works.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1366-1375
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• 2010

The damage by Debrisflow is occurring repeatedly recently by influences of abnormal climate changes. To reduce damage of Debris flow, primarily establishes the suitable measures and apply, in order to do that it is important for investigate the actual condition of Debrisflow. However, it is difficult to understand the current situation of Debrisflow phenomenon because the limit of technical development. For the reduce damage by future Debrisflow, have to collect data, analysis and preservation base on real status of Debrisflow disasters. This paper will refer to The Proposal of Debrisflow Investigation development have been applied overseas to the The Proposal of Debrisflow Investigation which already proposed it at these papers with bases. And this paper will suggest currently face objective The Proposal of Debrisflow Investigation to be able to do utilization to a Debrisflow occurrence situation and state and further study analysis(2).

• 한국농공학회논문집
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• 제62권4호
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• pp.23-31
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• 2020

Recently, meteorological disasters have been increasing by climate change, excessive rainfall, and landslide. The purpose is to develop new fabric concrete that can prevent and recover from damages because some of areas are vulnerable to meteorological disaster. Specifically, this technology can minimize time and space constraint when repairing the concrete structure and installing a formwork. The structure of fabric concrete is a mixture of fabric concrete and a high-speed hardened cement, Silica sand, wollastonite mineral fiber, fabric material and waterproof PVC fabric. In this study, the ratio of mechanical properties and durability of the fabric concrete mixture was evaluated by deriving the binder: silica sand mix ratio of the fabric concrete mixture and substituting part of the cement amount with wollastonite mineral fiber. Best binder in performance evaluation: Silica sand mix ratio is 6: 4 and the target mechanical performance and durability are the best when over 15% wollastonite binder is replaced by silicate mineral fiber.

• 한국콘텐츠학회논문지
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• 제7권3호
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• pp.168-175
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• 2007

기상이변으로 매년 발생하는 홍수는 산사태를 유발한다. 그리고 지진으로 인해 발생하는 지형의 변화는 기존의 수치지도로 지형분석이 불가능하게 된다. 본 논문은 지형의 변화가 발생하였을 경우 신속하게 항공사진을 수치화 한 후 수치표고모형을 생성하고 그 활용방안에 관한 연구를 수행하였다. 항공사진을 수치화 하여 수집된 입체영상으로 수치표고모형의 생성이 가능하였으며 생성된 수치표고모형의 표준편차는 0.864m로 다소 높게 나타났으나 실제 지형을 반영하고 있는 것으로 나타났다. 연구결과 지형변화가 발생했을 경우 항공사진으로 수치표고모형의 생성이 가능할 것으로 보인다.

• 한국지반환경공학회 논문집
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• 제17권5호
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• pp.5-16
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• 2016

A rainfall induced slope failure is a common natural hazard in mountainous areas worldwide. Sudden and rapid failures which have a high possibility of occurrence in a steep slope are always the most dangerous due to their suddenness and high velocities. Based on a series of experiments this study aimed to determine a critical angle which could be considered as an approximate threshold for a sudden failure. The experiments were performed using 0.42 mm mean grain size sand in a 200 cm long, 60 cm wide and 50 cm deep rectangular flume. A numerical model was created by integrating a 2D seepage flow model and a 2D slope stability analysis model to predict the failure surface and the time of occurrence. The results showed that, the failure mode for the entire material will be sudden for slopes greater than $67^{\circ}$; in contrast the failure mode becomes retrogressive. There is no clear link between the degree of saturation and the mode of failure. The simulation results in considering matric suction showed good matching with the results obtained from experiment. A subsequent discarding of the matric suction effect in calculating safety factors will result in a deeper predicted failure surface and an incorrect predicted time of occurrence.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.257-257
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• 2016

현재 전 세계적으로 이상기후로 인해 자연재해가 증가하고 있으며, 우리나라 또한 집중호우, 태풍, 홍수 등의 자연재해로 인해 경제적 손실뿐만 아니라 인명피해도 증가하는 추세이다. 2014년도에만 약 2천억원의 재산피해가 발생 하였고, 5천억원 이상이 피해를 복구하는데 사용되었으며, 피해금액과 복구금액은 지속적으로 증가하고 있다. 최근 발생한 토사재해의 경우에는 인구가 밀집한 도심지에서 발생하여 매우 단기간에 치명적인 피해를 야기 시키고, 사회적 관심을 크게 일으키기도 했다. 이처럼 자연재해가 인구가 밀집되어있고, 사회적재화가 많은 도심에서 발생할 경우 그 피해규모는 더욱 커질 수 있으므로 이에 대한 적절한 대응방안이 마련되어야 한다. 본 연구에서는 대구지역에 대한 토사재해를 물리적 취약성과 사회적 취약성으로 구분하여 평가하고 이를 종합하여 평가하였다. 물리적 취약성은 Flow-R 모형을 사용하여 토사재해의 발생 가능성 및 정도를 평가하고, 발생지역의 건물 구분에 따라 그 취약성의 정도를 달리하였다. 사회적 취약성의 경우는 대구지역의 집계구 단위를 기준으로 하여, 다양한 사회적 지표에 계층분석법(Analytic Hierarchy Process, AHP)을 적용하여 지표에 대한 가중치를 산정하였다. 이후 물리적 취약성과 사회적 취약성의 값을 0에서 1사이로 정규화 시키고 정규화된 값을 다시 곱하여 0에서 1사이로 정규화 하여 취약성 정도로 나타내었다. 본 연구결과는 대구지역에 대한 토사재해의 취약성을 평가함으로써 대구 도심지에서 발생할 수 있는 토사재해 위험구역을 선정하고 방재시설을 준비하는데 있어서 기초자료로 활용될 수 있을 것으로 판단된다.

• Structural Monitoring and Maintenance
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• 제6권2호
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• pp.161-171
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• 2019

There have been a few checking frameworks intended to ensure and improve the nature of their regular habitat. The greater part of these frameworks are constrained in their capacities. In this paper, the insightful checking framework intended for debacle help and administrations has been exhibited. The ideal administrations, necessities and coming about plan proposition have been indicated. This has prompted a framework that depends fundamentally on ecological examination so as to offer consideration and security administrations to give the self-governance of indigenous habitats. In this sense, ecological acknowledgment is considered, where, in light of past work, novel commitments have been made to help include based and PC vision situations. This epic PC vision procedure utilized as notice framework for avalanche identification depends on changes in the normal landscape. The multi-criteria basic leadership strategy is used to incorporate slope data and the level of variety of the highlights. The reproduction consequences of highlight point discovery are shown in highlight guide coordinating toward discover steady and coordinating component focuses and effectively identified utilizing these two systems, by examining the variety in the distinguished highlights and the element coordinating.

• 농업과학연구
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• 제47권4호
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• pp.885-901
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• 2020

A forest watershed management project was introduced in 2004 to develop ecologically sound forest watersheds. It includes landslide prevention and erosion control, water resource management, landscape development, and forest resource management. However, it has been managed fragmentarily and inefficiently, far from the original intents. This study investigated current status, problems, and improvement measures of the project. Literature reviews were conducted on forest watershed management in Korea and other countries, and surveys were conducted on 201 erosion control experts. When introduced, the forest watershed management project was well planned and implemented as intended. It later turned to focus only on disaster prevention such as erosion control dams and stream conservation measures. The survey results showed that a majority (89% and 86%) of surveyees wanted increases in the project period and budget. They also responded that conflicts with local residents (51%) and determining project locations (32%) were the most difficult tasks when implementing the projects, and only 36% kept project records. To plan and implement the projects as intended, the following suggestions should be considered: (1) establishment of a solid legal foundation and improvement of the erosion control practices law; (2) increase in the project period (from 1 to 2 - 3 years) and budget; (3) development of a manual for project site selection and guidelines; (4) monitoring and systematic information management; and (5) development of spatial analysis tools for watershed analysis and management.

• Geomechanics and Engineering
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• 제32권6호
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• pp.639-652
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• 2023

Stepped earth slopes incorporated with anti-slide piles are widely utilized in landslide disaster preventions. Explicit consideration of the three-dimensional (3D) effect in the slope design warrants producing more realistic solutions. A 3D limit analysis of the stability of pile stabilized stepped slopes is performed in light of the kinematic limit analysis theorem. The influences of seismic excitation and surcharge load are both considered from a kinematic perspective. The upper bound solution to the factor of safety is optimized and compared with published solutions, demonstrating the capability and applicability of the proposed method. Comparative studies are performed with respect to the roles of 3D effect, pile location, pile spacing, seismic and surcharge loads in the safety assessments of stepped slopes. The results demonstrate that the stability of pile reinforced stepped slopes differ with that of single stage slopes dramatically. The optimum pile location lies in the upper portion of the slope around L_x/L = 0.9, but may also lies in the shoulder of the bench. The pile reinforcement reaches 10% universally for a looser pile spacing D_c/d_p = 5.0, and approaches 70% when the pile spacing reaches D_c/d_p = 2.0.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2021년도 학술발표회
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• pp.26-26
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• 2021

본 연구에서는 2020년 산사태가 발생한 곡성지역을 대상으로 무인항공기 사진측량을 통하여 산사태 지역의 범위와 변위를 조사하고 이를 기반으로 산사태에 의한 피해범위를 LS-RAPID에서 분석하였다. LS-RAPID는 지진과 강우의 영향을 반영하는 산사태 시뮬레이션 모델이며, 산사태 운동시작여부를 평가하며 만일 발생 시 토사의 이동, 퇴적 범위, 토사층의 깊이를 예측할 수 있다. 산사태 시뮬레이션에서 중요한 변수 중의 하나는 지중의 활동층의 깊이와 분포이다. 재해현장에서 이런 자료를 신속하고 정량적으로 측정하기 위한 방법으로서 무인항공기를 이용한 측량을 실시하였다. 또한 산사태 토사의 이동과 퇴적을 검증하기 위한 자료도 획득하였다. 매개변수의 추정 시선행연구에서 제시된 값을 참고하여, 재해현장의 피해범위와 규모를 비교하여 매개변수를 추정하여 다른 연구사례에서 이용한 값들과 비교, 분석하였다. 또한, 시뮬레이션의 지형입력자료로서 무인항공기 사진 측량자료에서 생성된 DSM(Digital Surface Model)과 수지지도에서 생성한 DEM(Digital Elevation Model)을 적용한 경우, 시뮬레이션 결과에 영향을 비교, 분석하였다. 결과적으로 DEM보다 DSM을 적용하는 것이 퇴적범위가 크게 확대되지 않으며, 현장을 잘 반영한 결과가 얻어지는 것으로 평가되었다.