' 단파작용에 따른 호안과 지반의 동적응답 해석' 의 주제별 논문영향력
논문영향력 선정 방법
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%

' 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 [1978]
  • Numerical Simulation of Nonlinear Wave Interaction with Permeable Breakwater
    Sakakiyama, T. Proceedings of the 22nd ICCE, ASCE : 1517 ~ 1530 [1992]
  • Liquefaction potential of coastal slopes induced by solitary waves
    Young, Y. L. Acta Geotechnica 4 (1) : 17 ~ 34 [2009]
  • Liquefaction potential of Ekofisk Tank in North Sea
    Lee, K.L. J. of the Geotechnical Eng. Division, ASCE 100 : 1 ~ 18 [1975]
  • Effective Stress Analysis of Liquefaction-induced Deformation in River Dikes
    Ozutsmi, O. J. of Soil Dynamics and Earthquake Eng 22 : 1075 ~ 1082 [2002]
  • 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 [1984]
  • Analysis of undrained cyclic behavior of sand under anisotropic consolidation, Soils and Foundation
    Iai, S. JSMFE 32 (2) : 16 ~ 20 [1992]
  • Analysis of liquefaction induced residual deformation for two types of quay wall:analysis by “FLIP”
    Sawada, S. Proceedings of the 12th World Conference on Earthquake Eng : 2486 ~ [2000]
  • Analysis of Wave-induced Liquefaction of Sand Beds
    Sassa, S. Geotechnique 51 (12) : 115 ~ 126 [2001]
  • 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 [2001]
  • 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. [2014]
  • 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]