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강우침투에 의한 비탈면 안정해의 수리-역학적 모델을 이용한 커플링 효과
김용민 ( Yong Min Kim )
정상섬 ( Sang Seom Jeong )
2015년
활용도 Analysis
논문 Analysis
연구자 Analysis
활용도 Analysis
논문 Analysis
연구자 Analysis
활용도
공유도
영향력
논문상세정보
저자
김용민 ( Yong Min Kim )
정상섬 ( Sang Seom Jeong )
주제어
coupling effect
Hydro-mechanicalmodel
Rainfall-induced landslide
Slope stability
참고문헌( 34)
유사주제 논문( 67)
slope stability 53건
coupling effect 13건
rainfall-induced landslide 1건
인용/피인용
강우침투에 의한 비탈면 안정해의 수리-역학적 모델을 ...
' 강우침투에 의한 비탈면 안정해의 수리-역학적 모델을 이용한 커플링 효과' 의 주제별 논문영향력
논문영향력 요약
주제
coupling effect
hydro-mechanicalmodel
rainfall-induced landslide
slope stability
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
71
0
0.0%
자세히
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
coupling effect
14
0
0.0%
hydro-mechanicalmodel
1
0
0.0%
rainfall-induced landslide
2
0
0.0%
slope stability
54
0
0.0%
계
71
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
닫기
' 강우침투에 의한 비탈면 안정해의 수리-역학적 모델을 이용한 커플링 효과'
의 참고문헌
지속강우특성에 따른 불포화 풍화토사면의 안정성분석
정상섬
대한토목학회 논문집C 29 (1) : 1 ~ 9
[2009]
선행강우와 현장 모관흡수력을 고려한 산사태 해석 방법 제안
김정환
한국지반공학회논문집 29 (12) : 11 ~ 24
[2013]
불포화 풍화토 사면의 모관흡수력 분포에 대한 지반조건과 강우강도의 영향
김용민
대한토목학회논문집(국문) 33 (3) : 1 ~ 15
[2013]
Verification of the Generalized Elastoplastic Model for Unsaturated Soil
Kohgo, Y.
Soils and Foundations 33 (4) : 64 ~ 73
[1993]
User’s Manual
GEO-SLOPE
Geo-Slope International Ltd
[2012]
Unsaturated soil mechanics
Lu, N.
Wiley
[2004]
Unsaturated Soils: From Constitutive Modelling to Numerical Algorithms
Sheng, D.
Computers and Geotechnics 35 : 810 ~ 824
[2008]
The Use of Pore-pressure Coefficients in Practice
Bishop, A. W.
Géotechnique 4 (4) : 148 ~ 152
[1954]
The Rainfall Intensity-duration Control of Shallow Landslides and Debris Flows: an Update
Guzzetti, F.
Landslides 5 (1) : 3 ~ 17
[2008]
Ten Years of Debris-flow Monitoring in the Moscardo Torrent
Marchi, M.
Geomorphology 46 : 1 ~ 17
[2002]
Principles of Soil Mechanics, IV—Settlement and Consolidation of Clay
Terzaghi, K.
Engineering News-Record 95 (3) : 874 ~ 878
[1925]
Poromechanics
Coussy, O.
John Wiley & Sons
[2004]
Plasticity Modeling and Coupled Finite Element Analysis for Partially-saturated Soils
Kim, J. H.
University of Colorado
[2010]
Physically Based Modeling of Tainfall-triggered Landslides:A Case Study in the Luquillo Forest, Puerto Rico
Lepore, C.
Hydrology and Earth System Sciences 17 : 3371 ~ 3387
[2013]
Limitations to the Use of Effective Stresses in Partly Saturated Soils
Jennings, J.
Géotechnique 12 (2) : 125 ~ 144
[1962]
Landslide Triggering by Rain Infiltration
Iverson, R. M.
Water Resources Research 36 (7) : 1897 ~ 1910
[2000]
Interpretation of Unsaturated Soil behaviour in the Stress-saturation Space, II: Constitutive Relationships and Validations
Zhou, A. N.
Computers and Geotechnics 43 : 111 ~ 123
[2012]
Instability of unsaturated soil slopes due to infiltration
Cho, S. E.
Computers and Geotechnics 28 (3) : 185 ~ 208
[2001]
Instability of Partially Saturated Soil Slopes due to Alteration of Rainfall Pattern
Kim, J.
Engineering Geology 147 : 28 ~ 36
[2012]
General Theory of Three-dimensional Consolidation
Biot, M. A.
Journal of Applied Physics 12 (2) : 155 ~ 164
[1941]
GIS-based Prediction Method of Landslide Susceptibility Using a Rainfall Infiltrationgroundwater Flow Model
Kim, J.
Engineering Geology 182 : 63 ~ 78
[2014]
GIS-based Landslide Hazard Assessment: an Overview
Huabin, W.
Progress in Physical Geography 29 (4) : 548 ~ 567
[2005]
Factors Controlling Instability of Homogeneous Soil Slopes under Rainfall
Rahardjo, H.
Journal of Geotechnical and Geoenvironmental Engineering 133 (12) : 1532 ~ 1543
[2007]
Factor of Safety in a Partially Saturated Slope Inferred from Hydro-mechanical Continuum Modeling
Borja, R. I.
International Journal for Numerical and Analytical Methods in Geomechanics 36 : 236 ~ 248
[2012]
Effective Stress in Unsaturated Soils: Review with New Evidence
Khalili, N.
International Journal of Geomechanics 4 (2) : 115 ~ 126
[2004]
Effect of Climate Change on Landslide Behavior
Laloui, L.
Geo-Strata : 36 ~ 41
[2010]
Effect of Clay Content on Well-graded Sands due to Infiltration
Jeong, S.
Engineering Geology 102 (74-81) : 1 ~ 2
[2008]
Distributed Acquisition, Characterization and Process Analysis of Multi-field Information in Slope
Sun, Y. J.
Engineering Geology 182 : 49 ~ 62
[2014]
Coupling of Hydraulic Hysteresis and Stress-strain behaviour in Unsaturated Soils
Wheeler, S.
Géotechnique 53 (1) : 41 ~ 54
[2003]
Continuum Deformation and Stability Analyses of a Steep Hillside Slope under Rainfall Infiltration
Borja, R. I.
Acta Geotechnica 5 : 1 ~ 14
[2010]
Cam-Clay Plasticity. Part V: A Mathematical Framework for Three-phase Deformation and Strain Localization Analyses of Partially Saturated Porous Media
Borja, R. I.
Computer Methods in Applied Mechanics and Engineering 193 (48-51) : 5301 ~ 5338
[2004]
Analytical Solutions for One-dimensional, Transient Infiltration Toward the Water Table in Homogeneous and Layered Soils
Srivastava, R.
Water Resources Research 27 (5) : 753 ~ 762
[1991]
A Constitutive Model for Partially Saturated Soils
Alonso, E. E.
Géotechnique 40 (3) : 405 ~ 430
[1990]
A Closed-form Equation for Effective Stress in Unsaturated Soil
Lu, N.
Water Resources Research 46 (5) : W05515 ~
[2010]
' 강우침투에 의한 비탈면 안정해의 수리-역학적 모델을 이용한 커플링 효과'
의 유사주제(
) 논문