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단파작용에 따른 호안과 지반의 동적응답 해석
이광호(Kwang Ho Lee)
육승민(Seung Min Yuk)
김도삼(Do Sam Kim)
김태형(Tae Hyeong Kim)
이윤두(Yoon Doo Lee)
2015년
활용도 Analysis
논문 Analysis
연구자 Analysis
활용도 Analysis
논문 Analysis
연구자 Analysis
활용도
공유도
영향력
논문상세정보
저자
이광호(Kwang Ho Lee)
육승민(Seung Min Yuk)
김도삼(Do Sam Kim)
김태형(Tae Hyeong Kim)
이윤두(Yoon Doo Lee)
주제어
bore
dynamicresponseandbehavior
effectivestresspath
excessporewaterpressureratio
Liquefaction
Sea bed
vertical revetment
과잉간극수압비
단파
동적응답과 거동
액상화
유효응력경로
직립호안
해저 지반
참고문헌( 54)
유사주제 논문( 957)
해양학 793건
liquefaction 87건
액상화 41건
해저 지반 16건
sea bed 12건
effectivestresspath 2건
단파 2건
dynamicresponseandbehavior 1건
vertical revetment 1건
동적응답과 거동 1건
직립호안 1건
인용/피인용
단파작용에 따른 호안과 지반의 동적응답 해석
' 단파작용에 따른 호안과 지반의 동적응답 해석' 의 주제별 논문영향력
논문영향력 요약
주제
해양학
bore
dynamicresponseandbehavior
effectivestresspath
excessporewaterpressureratio
liquefaction
sea bed
vertical revetment
과잉간극수압비
단파
동적응답과 거동
액상화
유효응력경로
직립호안
해저 지반
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
972
0
0.0%
자세히
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제분류(KDC/DDC)
해양학
794
0
0.0%
주제어
bore
1
0
0.0%
dynamicresponseandbehavior
2
0
0.0%
effectivestresspath
3
0
0.0%
excessporewaterpressureratio
1
0
0.0%
liquefaction
88
0
0.0%
sea bed
13
0
0.0%
vertical revetment
2
0
0.0%
과잉간극수압비
1
0
0.0%
단파
3
0
0.0%
동적응답과 거동
2
0
0.0%
액상화
42
0
0.0%
유효응력경로
1
0
0.0%
직립호안
2
0
0.0%
해저 지반
17
0
0.0%
계
972
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
닫기
' 단파작용에 따른 호안과 지반의 동적응답 해석'
의 참고문헌
해안안벽과 육상구조물에서 지진해일파의 처오름 및 작용파력에 관한 수치해석
이광호
대한토목학회 논문집B 29 (3) : 289 ~ 301
[2009]
해수교환을 고려한 진동수주형 파력발전구조물에서 불규칙공기흐름에 관한 수치해석
이광호
한국해안·해양공학회논문집 25 (3) : 128 ~ 137
[2013]
파압에 의한 해안구조물-해저지반의 침하거동에 대한 수치해석
강기천
한국해안·해양공학회논문집 25 (1) : 20 ~ 27
[2013]
파랑-지반-해안구조물의 상호작용에 기인하는 해저지반과 구조물의 동적응답에 관한 수치시뮬레이션
이광호
한국해안·해양공학회논문집 26 (1) : 49 ~ 64
[2014]
불규칙파-해저지반-혼성방파제의 상호작용에 의한 지반과 구조물의 동적응답에 관한 수치시뮬레이션 (II)
이광호
한국해안·해양공학회논문집 26 (3) : 174 ~ 183
[2014]
불규칙파-해저지반-혼성방파제의 상호작용에 의한 지반과 구조물의 동적응답에 관한 수치시뮬레이션 (I)
이광호
한국해안·해양공학회논문집 26 (3) : 160 ~ 173
[2014]
단파의 전파에 따른 수위 및 유속변화의 특성에 관한 연구
이광호
대한토목학회 논문집B 28 (5) : 575 ~ 589
[2008]
Waveinduced dynamic response and instability of seabed around caisson breakwater
Ulker, M.B.C
Ocean Eng 37 : 1522 ~ 1545
[2010]
Wave-induced stresses in unsaturated submarine sediments
Okusa, S.
Geotechnique 32 (3) : 235 ~ 247
[1985]
Wave-induced seabed response in front of a breakwater
Jeng, D.S.
Univ. of Western Australia
[1997]
Wave-induced pore water pressure accumulation in marine soils
McDougal, W.G.
J. of Offshore Mechanics and Arctic Eng., ASME 111 (1) : 1 ~ 11
[1989]
Wave-induced Soil Response in a Nearly Saturated Sea-bed of Finite Thickness
Jeng, D.S.
Geotechnique 46 (3) : 427 ~ 440
[1996]
Wave-induced Response in a Fluid-filled Poroelastic Solid with a Free Surface - A Boundary Layer Theory
Mei, C.C.
Geophysical J. of the Royal Astrological Society 66 : 597 ~ 631
[1981]
Wave-induced Porewater Pressures and Effective Stresses around Breakwater
Mase, H.
Ocean Eng 21 (4) : 361 ~ 379
[1994]
Wave-induced Pore Pressure in Relation to Ocean Floor Stability of Cohesionless Soil
Seed, H.B.
Marine Geotechnology 3 (2) : 123 ~ 150
[1978]
Wave-induced Pore Pressure and Effective Stresses in a Porous Bed
Madsen, O. S.
Geotechnique 28 : 377 ~ 393
[1978]
Waterinduced pore water pressure in marine cohesive soils
Chen, Y.
Acta Oceanologica Sinica 24 (4) : 138 ~ 145
[2005]
Volume of fluid (VOF)method for the dynamics of free boundaries
Hirt, C.W.
J. of Computational Physics 39 : 201 ~ 225
[1981]
Tsunami scour around a cylinder
Tonkin, S.
of Fluid Mech 496 : 165 ~ 192
[2003]
The generation and dissipation of pore water pressure during soil liquefaction
Seed, H.B.
[1975]
The Mechanics of Scour in the Marine Environment
Sumer, B.M.
World Scientific
[2002]
The 2011eastern Japan great earthquake disaster: overview and comments
Norio, O.
Intl. J. of Disaster Risk Science 2 (1) : 34 ~ 42
[2011]
Summary of the state-of-the-art in centrifuge model testing, Centrifuges in Soil Mechanics
Ko, H.Y.
Balkema : 11 ~ 18
[1988]
Strain space plasticity model for cyclic mobility, Soils and Foundations
Iai, S.
JSSMFE 32 (2) : 1 ~ 15
[1992]
Standing Wave Induced Pore Pressures in a Porous Seabed
Tsai, C. P.
Ocean Eng 22 (6) : 505 ~ 517
[1994]
Solutions l of pore pressure build up due to progressive waves
Cheng, L.
Intl. J. for Numerical and Analytical Methods in Geomechanics 25 : 885 ~ 907
[2001]
Simplified analytical approximation for pore-water pressure buildup in marine sediments
Jeng, D.S.
J. of Waterway, Port, Coastal, and Ocean Eng., ASCE 133 : 309 ~ 312
[2007]
Simplified Solution of Waveinduced Seabed Response in Anisotropic Seabed
Yuhi, M.
J. of Waterway, Port, Coastal and Ocean Eng., ASCE 128 (1) : 46 ~ 50
[2002]
Sediment response to tsunami loading: mechanisms and estimates
Yeh, H.
Geotechnique 64 (2) : 131 ~ 143
[2014]
Response of porous seabed to dynamic loadings, Geotechnical Eng
Jeng, D.S.
J. of the SEAGS & AGSSEA 41 (4)
[2010]
Response of poroelastoplastic beds to standing waves, Soil and Foundations
Sekiguchi, H.
JSSMFE 35 (3) : 31 ~ 42
[1995]
Response of a Porous Seabed Around Breakwater Heads
Li, J.
Ocean Eng 35 : 864 ~ 886
[2008]
Research and development of numerical wave channel(CADMAS-SURF)
CDIT
CDIT library, 12, Japan
[2001]
Progressive Solidification of a Liquefied Sand Layer during Continued Wave Loading
Miyamoto, J.
Geotechnique 54 (10) : 617 ~ 629
[2004]
Pore pressure development under offshore gravity structures
Rahman, M. S.
J. of the Geotechnical Eng. Division, ASCE 103 : 1419 ~ 1436
[1977]
On the Response of a Poro-elastic Bed to Water Waves
Yamamoto, T.
of Fluid Mechanics 87 : 193 ~ 206
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Numerical Simulation of Nonlinear Wave Interaction with Permeable Breakwater
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Proceedings of the 22nd ICCE, ASCE : 1517 ~ 1530
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Liquefaction potential of coastal slopes induced by solitary waves
Young, Y. L.
Acta Geotechnica 4 (1) : 17 ~ 34
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Liquefaction potential of Ekofisk Tank in North Sea
Lee, K.L.
J. of the Geotechnical Eng. Division, ASCE 100 : 1 ~ 18
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Effective Stress Analysis of Liquefaction-induced Deformation in River Dikes
Ozutsmi, O.
J. of Soil Dynamics and Earthquake Eng 22 : 1075 ~ 1082
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Development of centrifuge modelling for tsunami and its application to stability of a caisson-type breakwater
Miyake, T.
J. of Civil Eng. in the Ocean 25 : 87 ~ 92
[2009]
Destabilization of a caisson-type breakwater by scouring and seepage failure of the seabed due to a tsunami
Imase, T.
ICSE6 Paris 6 (128) : 807 ~ 814
[2012]
CADMAS-SURF에 의한 단파의 수위 및 유속변화에 대한 예측정도의 검토
이광호
한국해양공학회지 22 (5) : 52 ~ 60
[2008]
Breaking Wave-induced Response of Composite Breakwater and Liquefaction in Seabed Foundation
Ye, J.
Coastal Eng 85 : 72 ~ 86
[2014]
Boundary-layer Theory for Anisotropic Seabed Response to Sea Waves
Kianoto, T.
J. of Waterway, Port, Coastal and Ocean Eng., ASCE 125 (4) : 187 ~ 194
[1999]
Analysis of wave-induced liquefaction in seabed deposits of sand, Soils and Foundations
Ishihara, K.
JSMFE 24 (3) : 85 ~ 10
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Analysis of undrained cyclic behavior of sand under anisotropic consolidation, Soils and Foundation
Iai, S.
JSMFE 32 (2) : 16 ~ 20
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Analysis of Wave-induced Liquefaction of Sand Beds
Sassa, S.
Geotechnique 51 (12) : 115 ~ 126
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Analysis of Wave-induced Liquefaction of Beds of Sand in Centrifuge
Sassa, S.
Geotechnique 49 (5) : 621 ~ 638
[1999]
Analysis of Progressive Liquefaction as a Moving Boundary Problem
Sassa, S.
Geotechnique 51 (10) : 847 ~ 857
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A study on the tsunami disaster mechanism on coastal structures due to instability of rubble mound and seabed ground and its countermeasure
Miyake, T.
Nagoya Institute of Technology.
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A new approximation for pore pressure accumulation in marine sediment due to water waves
Jeng, D.S.
[2006]
2차원수조내에서 단파의 변형과 구조물에 작용하는 단파파력에 관한 수치해석
이광호
대한토목학회 논문집B 29 (5) : 473 ~ 482
[2009]
' 단파작용에 따른 호안과 지반의 동적응답 해석'
의 유사주제(
) 논문