• 한국환경과학회지
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• 제22권2호
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• pp.225-234
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• 2013

The relationship between debris flow and topographical factors is essential for the reliable estimation of soil loss. The objective of this paper is to estimate stability index and soil loss for assessing landsliding risk caused by debris flow. SIMAP and RUSLE are used to estimate stability index and soil loss, respectively. The landsliding risk area estimated by using SIMAP is found to be different from the large land area estimated by RUSLE. It is found that the spatial distribution of soil cover significantly influences landsliding risk area. Results also indicate that stability index and soil loss, estimated by soil cover factor, improve the assessment of landsliding risk.

• 한국콘텐츠학회논문지
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• 제10권6호
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• pp.471-479
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• 2010

본 논문은 "낙석 및 산사태 방지를 위한 차세대 신기술개발(05지역특성B02-01)"과제와 관련하여 연구 사업에 참여하고 있는 제1세부과제와 제2세부과제의 사면정보 관련 데이터베이스들을 통합하여 이를 관리하기 위한 통합 관리 데이터베이스 시스템의 설계 및 개발과정에 대한 서술을 목적으로 한다. 또한 구축된 통합 데이터베이스 시스템을 기반으로 원스톱 검색 및 입력이 가능한 웹 기반 서비스 시스템에 대한 구현 결과를 설명한다. 통합 데이터베이스 시스템을 구축하기 위하여 각 세부과제에서 도출된 데이터를 수집 및 분석하고, 공유될 수 있는 데이터들을 통합하여 표준 통합 데이터베이스 스키마를 설계하고 이를 기반으로 통합 데이터베이스 관리 시스템 및 관리용 웹 서비스 시스템을 개발하였으며 이에 대한 구현 결과를 보인다.

• 한국환경복원기술학회지
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• 제3권1호
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• pp.62-69
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• 2000

Topography influences shallow landslide initiation through both concentration of subsurface flow and the gradient on slope stability. A model for the topographic influence on shallow landslide initiation developed by Mongomerry et al (1994) is applied to 24 places with similar terrain and subsurface flow. The criterion of landslide prone areas developed by Korea Forestry Administration (1998) is likely to misinterpreted under the condition of heavy rainfall. Soil saturation can be predicted by this model. This relative soil saturation can be used to analyze the stability of each topographic point in the case of cohesionless soils with spatially constant thickness and saturated conductivity. The three different stages of steady state rainfall predicting to cause instability in each topographic points provide a good measure of shallow landsliding possibility.

• 대한원격탐사학회지
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• 제5권2호
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• pp.123-131
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• 1989

The inventory maps of landslide deposits show where landsliding has occured in the past, and serve as a general guide to slope stability. Isopleth maps derived from those inventory maps, generalized and quantify the areal distribution of landslide deposits in contour form. Isopleth maps can provide an economical means for the recognition of landslide activity and assessing the degree of landslide hazard in a large area, especially rural areas. Isopleth maps of Bonggye area, where the degree of landslide hamedial efforts during the period of 1954-1971.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 추계 학술발표회
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• pp.23-34
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• 2006

In a oo dam at oo city of Gyeongbuk, severe damages have been occurred on lower part of dam due to heavy rainfall for several years. This caused significant impediment for maintaining its original function. This is considered as an excellent case for overall improvement of stability of dam system through successful investigation and construction work. This paper present comprehensive specifications that are generalized and used for securing stability of dams by quoting this example.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 추계학술대회 논문집
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• pp.203-210
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• 2005

Rockey slopes adjacent to railways are disclosed from severe weathering and hazard of failure of themselves. Consequently it causes directly rockfall or landsliding on the railway. Conventional solutions-rigid system like rocksheds, shotcrete, retaining walls, etc to these causes are limited to protect train, rail, our properties and lives from the harmful attack - rockfall. debris flow and sliding. Flexible concept for solutions with passive and active type method based on Euro Code 7 capable of high energy absorption and light materials are rapidly replacing the rigid systems with natural friendly, early installation, cost and time saving and reducing danger in works all over the world.

• Spatial Information Research
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• 제4권1호
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• pp.83-92
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• 1996

자연재해중 인간에게 엄청난 피해를 입히는 산사태의 활동성분석을 위해서는 일차적으로 항공사진으로부터 추출되는 산사태 발생지역과 규모(Landslide deposits)들에 대한 정량적인 분석접근이 필요하다. GIS 를 이용하여 서천 및 보령지역을 대상으로 실시된 산사태 발생지역들의 등치선 작도기법(Isopleth mapping)은 도시 및 주변 지역들에 대하여 산사태 활동성분석을 아주 효과적으로 수행할 수 있게 하였다. 연구지역의 축척 1:15,000항공사진을 이용하여 작성된 13년 간격(1978년, 1991년)의 산사태발생 분포도는 대상지역에 대한 산사태 활동성분석은 물론 산사태에 의한 위험 평가(Hazard assessment)를 가능하게 하였다. 또한 GIS는 산사태발생에 영향을 미치는 환경지질학적 요소(지형, 지질, 토양 등)들을 통일된 시스템하에서 정량적으로 분석할 수 있게 하였으며, 다양한 지도모형연구에 의한 자료처리를 수행할 수 있게 하였다. 이러한 연구는 앞으로 국가 방재사업과 효과적인 도시계획 등을 위해서 점차 전국토로 확대할 필요가 있을 것으로 생각된다.

• 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.

• 한국지반공학회논문집
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• 제16권6호
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• pp.35-41
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• 2000

Residual stress is defined as a minimum stress with a large displacement of specimens and the residual stress after peak shear stress appears with displacement volume but there is no provision to select the residual stress. In the previous study, residual stress was recorded when the change of shear load is small in the condition of the strain more than 15%. But, in this study, hyperbolic function((No Abstract.see full/text), b=experimental constant) of soil test is adapted to joint of rock and the propriety is investigated. In a landslide and landsliding of artificial slope, wedge failure of tunnel with a large displacement, tests are simulated from peak stress to residual stress for safety analysis. But now. direct shear stress and triaxial compressive tests are usually performed to find out characteristics of shear stress about joint. Although these tests get a small displacement, that data of peak stress and residual stress are used for safety analysis. In this study, we tried to determine failure criteria for joints of rock using ring shear test machine. The residual stress following shear behavior was determined by the result of ring shear test and direct shear test. In conclusion, after comparing the results of the two test, we found that cohesion(c) and internal friction angle(ø) of ring shear test are 30% and 22% respectively of those of the direct shear test.

• 한국산림과학회지
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• 제103권2호
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• pp.218-225
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• 2014

최근 우리나라에서는 집중호우로 인하여 산사태의 발생이 증가하며 인명 및 재산피해가 늘고 있다. 본 연구에서는 산사태 발생에 직접적으로 영향을 주는 강우강도에 따른 산사태 위험지를 예측하고자 SHALSTAB(Shallow Landsliding Stability Model)을 이용하였다. SHALASTAB의 매개변수인 투수량계수의 값은 $19.58m^2/day$, 내부마찰각은 $36.3^{\circ}$, 포화단위중량은 $2.03t/m^3$로 결정되었다. 이러한 매개변수를 이용하여 구한 지형지수에 따라서 본 연구지역의 사면안정 상태를 무조건 안정, 안정, 불안정, 무조건 불안정의 4가지 형태로 구분하였다. SHALSTAB의 적용성을 평가하고자 기존에 발생하였던 263 mm 강우에서 사면이 불안정해지는 지역과 산사태 발생지에 대한 데이터베이스를 구축하여 이를 비교하였다. 정확도 검정 결과 85.1% 일치하였다. SHALSTAB을 이용하여 강우강도에 따른 산사태 발생 위험지역을 판별하는데 활용이 가능한 것으로 생각된다.