지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2016.4
- 수록면
- 17 - 31 (15page)
이용수
초록· 키워드
오류제보하기
Many researchers have evaluated the influence of vegetation cover on slope stability. However, due to the extensive variety of site conditions and vegetation types, different studies have often provided inconsistent results, especially when evaluating in different regions. Therefore, additional studies need to be conducted to identify the positive impacts of vegetation cover for slope stabilization. This study used the Transient Rainfall Infiltration and Grid-based Regional Slope-stability Model (TRIGRS) to predict the occurrence of landslides in a watershed in Jinbu-Myeon, Pyeongchang-gun, Korea. The influence of vegetation cover was assessed by spatially and temporally comparing the predicted landslides corresponding to multiple trials of cohesion values (which include the role of root cohesion) and real observed landslide scars to back-calculate the contribution of vegetation cover to slope stabilization. The lower bound of cohesion was defined based on the fact that there are no unstable cells in the raster stability map at initial conditions, and the modified success rate was used to evaluate the model performance. In the next step, the most reliable value representing the contribution of vegetation cover in the study area was applied for landslide assessment. The analyzed results showed that the role of vegetation cover could be replaced by increasing the soil cohesion by 3.8 kPa. Without considering the influence of vegetation cover, a large area of the studied watershed is unconditionally unstable in the initial condition. However, when tree root cohesion is taken into account, the model produces more realistic results with about 76.7% of observed unstable cells and 78.6% of observed stable cells being well predicted.
목차
ABSTRACT
1. Introduction
2. Shear Strength of Forest Soil
3. Previous Methods for Determination of Root Cohesion
4. Application of Trigrs for Stability Assessment
5. Landslide Evaluation
6. Methodology
7. Study Area and Real Landslide Event
8. Trial-And-Error Method for the Determination of Tree Root Cohesion
9. Results at the Critical Step Using the Selected Tree Root Cohesion
10. Conclusion
References
참고문헌 (59)
참고문헌 신청
Abe, K. and Ziemer, R. R. (1991), Effect of tree roots on shallow-seated landslides. Proceeding of the IUFRO technical session on geomorphic hazards in managed forests; Montreal, Canada, Department of Agriculture, pp. 11~20.
Aberrnethy, B. and BRutherfurd, I. D. (2000), The effect of riparian tree roots on the mass-stability of riverbanks, Earth Surface Processes and Landforms, Vol. 25, pp. 921~937.
Ali, F. H. and Osman, N. (2008), Shear strength of a soil containing vegetation roots, Japanese Geotechnical Society, Vol. 48, No. 4, pp. 587~596.
Anderson, S. and Riemer, M. (1995), Collapse of saturated soil due to reduction in confinement, Journal of Geotechnical Engineering, Vol. 121, No. 2, pp. 216~220.
Baum, R. L., Godt, J. W. and Savage, W. Z. (2010), Estimating the timing and location of shallow rainfall-induced landslides using a model for transient, unsaturated infiltration, Journal of Geophysical Research, Vol. 115, No. 3, pp. 1~26.
Aberrnethy, B. and BRutherfurd, I. D. (2000), The effect of riparian tree roots on the mass-stability of riverbanks, Earth Surface Processes and Landforms, Vol. 25, pp. 921~937.
Ali, F. H. and Osman, N. (2008), Shear strength of a soil containing vegetation roots, Japanese Geotechnical Society, Vol. 48, No. 4, pp. 587~596.
Anderson, S. and Riemer, M. (1995), Collapse of saturated soil due to reduction in confinement, Journal of Geotechnical Engineering, Vol. 121, No. 2, pp. 216~220.
Baum, R. L., Godt, J. W. and Savage, W. Z. (2010), Estimating the timing and location of shallow rainfall-induced landslides using a model for transient, unsaturated infiltration, Journal of Geophysical Research, Vol. 115, No. 3, pp. 1~26.
함께 읽어보면 좋을 논문
논문 유사도에 따라 DBpia 가 추천하는 논문입니다. 함께 보면 좋을 연관 논문을 확인해보세요!
-
Rainfall-induced shallow landslide prediction considering the influence of 1D and 3D subsurface flows
한국수자원학회 학술발표회
2017 .01
-
Shallow landslide susceptibility mapping using TRIGRS
한국수자원학회 학술발표회
2015 .01
-
Development of a Fusion Vegetation Index Using Full-PolSAR and Multispectral Data
한국측량학회지
2015 .12
-
지질특성 관측용 센서를 이용한 산사태 모니터링 기법 현황
센서학회지
2015 .01
-
Landslides in Practice
대한토목학회지
2016 .08
-
Assessment of slope stability using multiple regression analysis
Geomechanics & engineering
2017 .01
-
Numerical Analysis of Rainfall Induced Landslide Dam Formation
한국수자원학회 학술발표회
2015 .01
-
Landslide occurrence prediction using optical flow
제어로봇시스템학회 국제학술대회 논문집
2019 .10
-
산사태 취약지역 관리체계의 개선 방안
한국지반환경공학회 학술발표회논문집
2015 .09
-
Analysis of Hydraulic Characteristics According to the Cross-Section Changes in Submerged Rigid Vegetation
한국해양공학회지
2022 .10
-
Landslide Susceptibility Evaluation in Yanbian Region
한국지반환경공학회 논문집
2017 .02
-
Geospatial Technologies for Landslide Inventory: Application and Analysis to Earthquake-Triggered Landslide of Sindhupalchowk, Nepal
대한공간정보학회지
2016 .06
-
A Comparative Analysis of Landslide Susceptibility Assessment by Using Global and Spatial Regression Methods in Inje Area, Korea
한국측량학회지
2015 .12
-
Rainfall-induced Landslide Hazard Analysis Based on GIS in Yanbian Region, China
대한공간정보학회지
2017 .12
-
Unveiling Key Factors for Landslide Risk Assessment Tool using Text Analytics
대한토목학회 학술대회
2023 .10
-
Effect of Rainfall Patterns on the Response of Water Pressure and Slope Stability Within a Small Catchment : A Case Study in Jinbu-Myeon, South Korea
한국지반환경공학회 논문집
2016 .12
-
GIS-based Landslide Susceptibility Mapping of Bhotang, Nepal using Frequency Ratio and Statistical Index Methods
한국측량학회지
2017 .10
-
Effect of rainfall patterns on the response of water pressure and slope stability within a small catchment: A case study in Jinbu-Myeon, South Korea
한국수자원학회 학술발표회
2016 .01
-
Three-Dimensional Approach for Rainfall-Induced Landslides : A Case Study for the 2011 Landslide Event in Mount Umyeon, South Korea
한국지반환경공학회 학술발표회논문집
2016 .09
-
생분해성 식생호안블럭의 수리안정성 평가
한국산학기술학회 논문지
2022 .12
이 논문의 저자 정보
이 논문과 함께 이용한 논문
A Study on Rainfall Induced Slope Failures : Implications for Various Steep Slope Inclinations
Xuan Khanh Do
,
Kwansue Jung
,
Giha Lee
외 2명
한국지반환경공학회 논문집
2016
.05
Effect of Extreme Rainfall on Cut Slope Stability : Case Study in Yen Bai City, Viet Nam
T
,
an The Viet
,
T
외 4명
한국지반환경공학회 논문집
2015
.04
인천대학교 지반공학연구실 소개
신은철
,
김동욱
한국지반신소재학회지
2016
.07
조건부 합성 기법을 이용한 굴착 배면 침하량 분포의 정밀 산정
김태식
,
정영훈
한국지반환경공학회 논문집
2016
.08
해상 폐기물매립지 연직차수벽체 근입심도에 따른 오염물질 이동특성 분석
박해용
,
오명학
,
권오순
한국지반환경공학회 논문집
2016
.08
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2016-532-002775364