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      흐름과 진행파에 의한 해저지반 내 잔류간극수압의 해석해 = An Analytical Solution of Flow and Progressive Wave-Induced Residual Pore Water Pressure in Seabed

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      https://www.riss.kr/link?id=A104660797

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      다국어 초록 (Multilingual Abstract)

      This study extended the existing analytical solution proposed by Lee et al. (2015a) which has some errors for prediction of the residual pore water pressure into progressive wave and flow coexisting field. At this time, the variation of incident wave period and wave length should be incorporated to Lee et al.’s analytical solution, which does not consider flow. For the case of infinite thickness, the new analytical solution using Fourier series was compared to the analytical solution using Laplace transformation proposed by Jeng and Seymour (2007). It was verified that the new solution was identical to the Jeng and Seymour’s solution. After verification of the new analytical solution, the residual pore water pressure head was examined closely under various given values of flow velocity’s magnitude and direction and incident wave’s period and seabed thickness. In the proposed each analytical solution, it is able to asymptotic approach to shallow depth with the changes in the soil thickness within finite soil thickness, but not to infinite depth. It is also identified that there exists a discrepancy case between the results obtained from the finite and the infinite seabed thicknesses even on the same soil depth.
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      This study extended the existing analytical solution proposed by Lee et al. (2015a) which has some errors for prediction of the residual pore water pressure into progressive wave and flow coexisting field. At this time, the variation of incident wave ...

      This study extended the existing analytical solution proposed by Lee et al. (2015a) which has some errors for prediction of the residual pore water pressure into progressive wave and flow coexisting field. At this time, the variation of incident wave period and wave length should be incorporated to Lee et al.’s analytical solution, which does not consider flow. For the case of infinite thickness, the new analytical solution using Fourier series was compared to the analytical solution using Laplace transformation proposed by Jeng and Seymour (2007). It was verified that the new solution was identical to the Jeng and Seymour’s solution. After verification of the new analytical solution, the residual pore water pressure head was examined closely under various given values of flow velocity’s magnitude and direction and incident wave’s period and seabed thickness. In the proposed each analytical solution, it is able to asymptotic approach to shallow depth with the changes in the soil thickness within finite soil thickness, but not to infinite depth. It is also identified that there exists a discrepancy case between the results obtained from the finite and the infinite seabed thicknesses even on the same soil depth.

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      참고문헌 (Reference)

      1 이광호, "흐름과 임의반사율을 갖는 부분중복파와의 공존장하에서 해저지반내 동적응답의 해석해" 한국지반공학회 31 (31): 27-44, 2015

      2 이광호, "진행파동장하 해저지반내 잔류간극수압의 해석해" 한국해안,해양공학회 27 (27): 159-167, 2015

      3 이광호, "임의반사율의 부분중복파동장에서 유한두께를 갖는 해저지반 내지반응답의 해석법" 한국해안,해양공학회 26 (26): 300-313, 2014

      4 Seed, H. B., "Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils" 3 (3): 123-150, 1978

      5 Sawicki, A., "Wave-induced Stresses and Liquefaction in Seabed According to the Biot-type Approach" 52 (52): 131-145, 2005

      6 Jeng, D. S., "Wave-induced Seabed Response in Front of a Breakwater" The University of Western Australia 1997

      7 McDougal, W. G., "Wave-induced Pore Water Pressure Accumulation in Marine Soils" 111 : 1-11, 1989

      8 Sassa, S., "Wave-induced Liquefaction of Beds of Sand in a Centrifuge" 49 (49): 621-638, 1999

      9 Burcharth, H. F., "The lesson from recent breakwater failures. Development in breakwater design" 1987

      10 Clukey, E. C., "The Impact of Wave Loads and Pore-water Pressure Generation on Initiation of Sediment Transport" 5 : 177-183, 1985

      1 이광호, "흐름과 임의반사율을 갖는 부분중복파와의 공존장하에서 해저지반내 동적응답의 해석해" 한국지반공학회 31 (31): 27-44, 2015

      2 이광호, "진행파동장하 해저지반내 잔류간극수압의 해석해" 한국해안,해양공학회 27 (27): 159-167, 2015

      3 이광호, "임의반사율의 부분중복파동장에서 유한두께를 갖는 해저지반 내지반응답의 해석법" 한국해안,해양공학회 26 (26): 300-313, 2014

      4 Seed, H. B., "Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils" 3 (3): 123-150, 1978

      5 Sawicki, A., "Wave-induced Stresses and Liquefaction in Seabed According to the Biot-type Approach" 52 (52): 131-145, 2005

      6 Jeng, D. S., "Wave-induced Seabed Response in Front of a Breakwater" The University of Western Australia 1997

      7 McDougal, W. G., "Wave-induced Pore Water Pressure Accumulation in Marine Soils" 111 : 1-11, 1989

      8 Sassa, S., "Wave-induced Liquefaction of Beds of Sand in a Centrifuge" 49 (49): 621-638, 1999

      9 Burcharth, H. F., "The lesson from recent breakwater failures. Development in breakwater design" 1987

      10 Clukey, E. C., "The Impact of Wave Loads and Pore-water Pressure Generation on Initiation of Sediment Transport" 5 : 177-183, 1985

      11 Cheng, L., "Solution of Pore Pressure Build up due to Progressive Waves" 25 : 885-907, 2001

      12 Seed, H. B., "Simplified Procedure for Evaluating Soil Liquefaction Potential" ASCE 97 (97): 1249-1273, 1971

      13 Jeng, D. S., "Simplified Analytical Approximation for Pore-water Pressure Buildup in Marine Sediments" ASCE 133 (133): 309-312, 2007

      14 de Alba, P., "Sand Liquefaction in Large-scale Simple Shear Tests" 102 : 909-928, 1976

      15 Kirca, V. S. O., "Residual Liquefaction of Seabed under Standing Waves" ASCE 139 : 489-501, 2013

      16 Yamamoto, T., "On the response of a poro-elastic bed to water waves" 87 : 193-206, 1978

      17 Hamada, M., "Liquefactioninduced Large Ground Displacement" 93-108, 1994

      18 Seed, H. B., "Liquefaction of saturated sands during cyclic loading" ASCE 92 : 105-134, 1966

      19 Ishihara, K., "Liquefaction and Flow Failure during Earthquakes" 43 (43): 351-415, 1993

      20 Castro, G., "Liquefaction and Cyclic Mobility of Saturated Sands" 101 (101): 551-569, 1975

      21 Ishihara, K., "Liquefaction Induced Ground Damage in Dagupan in the July 16, 1990 Luzon Earthquake" JSSMFE 33 (33): 133-154, 1993

      22 Clukey, E. C., "Laboratory and Field Investigation of Wave-sediment Interaction"

      23 Seed, H. B., "Ground motion and soil liquefaction during earthquakes" EERI Monograph, Earthquake Engineering Research Institute 1982

      24 Biot, M. A., "General Theory of Three-dimensional Consolidation" 12 : 155-164, 1941

      25 Zen, K., "Field observation and analysis of wave-induced liquefaction in seabed" 31 (31): 161-179, 1991

      26 Seed, H. B., "Effects of multidirectional shaking on pore pressure development in sands" ASCE 104 : 27-44, 1978

      27 Jeng, D. S., "Effects of Wave Non-linearity on Residual Pore Pressure in Marine Sediments" 2 : 63-74, 2008

      28 Sassa, S., "Analysis of Wave-induced Liquefaction of Sand Beds" 51 (51): 115-126, 2001

      29 Sassa, S., "Analysis of Progressive Liquefaction as a Moving Boundary Problem" 51 (51): 847-857, 2001

      30 Sumer, B. M., "A random-walk model for pore pressure accumulation in marine soils" ISOPE 521-528, 1999

      31 Jeng, D. S., "A New Approximation for Pore Pressure Accumulation in Marine Sediment due to Water Waves" School of Civil Engineering, University of Sydney 2006

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      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
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      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
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      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
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      2001-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.31 0.31 0.28
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.29 0.28 0.564 0.12
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