참고문헌
- Biot, M. A. (1941), "General Theory of Three-dimensional Consolidation", J. Applied Physics, Vol.12, pp.155-164. https://doi.org/10.1063/1.1712886
- Burcharth, H.F. (1987), The lesson from recent breakwater failures. Development in breakwater design, Invited Speech Presented at World Federation of Engineering Organization Technical Congress, Vancourver.
- Castro, G. (1975), "Liquefaction and Cyclic Mobility of Saturated Sands", J. Geotechnical Engineering Division, Vol.101, No.GT6, pp.551-569.
- Cheng, L., Sumer, B. M., and Fredsoe, J. (2001), "Solution of Pore Pressure Build up due to Progressive Waves", Int. J. Numerical and Analytical Methods in Geomechanics, Vol.25, pp.885-907. https://doi.org/10.1002/nag.159
- Clukey, E. C., Kulhawy, F. H., and Liu, P. L.-F. (1983), "Laboratory and Field Investigation of Wave-sediment Interaction", Joseph H. Defrees Hydraulic Laboratory, School of Civil and Environmental Engineering, Cornell University, Ithaca, NY.
- Clukey, E. C., Kulhawy, F. H., Liu, P. L.-F., and Tate, G. B. (1985), "The Impact of Wave Loads and Pore-water Pressure Generation on Initiation of Sediment Transport", Geo-Marine Letters, Vol.5, pp.177-183. https://doi.org/10.1007/BF02281636
- de Alba, P., Seed, H. B., and Chan, C. K. (1976), "Sand Liquefaction in Large-scale Simple Shear Tests", J. Geotechnical Engineering Division, Vol.102, pp.909-928.
- Hamada, M., O'Rourke, T. D., and Yoshida, N. (1994), "Liquefactioninduced Large Ground Displacement", 13th ICSMFE, Performance of Ground Soil during Earthquake, pp.93-108.
- Ishihara, K. (1993), "Liquefaction and Flow Failure during Earthquakes", Geotechnique, Vol.43, No.3, pp.351-415. https://doi.org/10.1680/geot.1993.43.3.351
- Ishihara, K., Acacio, A., and Towhata, I. (1993), "Liquefaction Induced Ground Damage in Dagupan in the July 16, 1990 Luzon Earthquake", Soils and Foundations, JSSMFE, Vol.33, No.1, pp. 133-154. https://doi.org/10.3208/sandf1972.33.133
- Jeng, D. S. (1997), "Wave-induced Seabed Response in Front of a Breakwater", PhD Thesis, The University of Western Australia.
- Jeng, D.S. (2008), "Effects of Wave Non-linearity on Residual Pore Pressure in Marine Sediments", The Open Civil Eng. J., Vol.2, pp.63-74. https://doi.org/10.2174/1874149500802010063
- Jeng, D. S. and Seymour, B. R. (2007), "Simplified Analytical Approximation for Pore-water Pressure Buildup in Marine Sediments", J. Waterway, Port, Coastal, and Ocean Eng., ASCE, Vol.133, No.4, pp.309-312. https://doi.org/10.1061/(ASCE)0733-950X(2007)133:4(309)
- Jeng, D. S., Seymour, B. R., and Li J. (2006), "A New Approximation for Pore Pressure Accumulation in Marine Sediment due to Water Waves", Research Report No. R868, School of Civil Engineering, University of Sydney, Sydney, Australia.
- Kirca, V. S. O., Sumer, B. M., and Fredsoe, J. (2013), "Residual Liquefaction of Seabed under Standing Waves", J. Waterway, Port, Coastal, and Ocean Eng., ASCE, Vol.139, pp.489-501. https://doi.org/10.1061/(ASCE)WW.1943-5460.0000208
- Lee, K. H., Kim, D. S., Kim, K. H., Kim, D. W., and Shin, B. S. (2014), "Analysis Method of Partial Standing Wave-induced Seabed Responses in Finite Soil Thickness under Arbitrary Reflection", J. Korean Society of Coastal and Ocean Engineers, Vol.26, No.5, pp.300-313. https://doi.org/10.9765/KSCOE.2014.26.5.300
- Lee, K. H., Kim, D. W., Kim, D. S., Kim, T. H., and Kim, K. H. (2015a), "An Analytical Solution of Progressive Wave-induced Residual Pore Water Pressure in Seabed", J. Korean Society of Coastal and Ocean Engineers (in press).
- Lee, K. H., Kim, D. W., Kim, D. S., Kim, T. H., Shin, B. S., and Na, S. M. (2015b), "An Analytical Solution of Dynamic Responses for Seabed under Coexisting Fields of Flow and Partial Standing Wave with Arbitrary Reflection Ratio", J. Korean Geotechnical Society (under review).
- McDougal, W. G., Tsai, Y. T., Liu, P. L.-F., and Clukey, E. C. (1989), "Wave-induced Pore Water Pressure Accumulation in Marine Soils", J. Offshore Mechanics and Arctic Eng., Vol.111, pp.1-11. https://doi.org/10.1115/1.3257133
- Sassa, S. and Sekiguchi, H. (1999), "Wave-induced Liquefaction of Beds of Sand in a Centrifuge", Geotechnique, Vol.49, No.5, pp.621-638. https://doi.org/10.1680/geot.1999.49.5.621
- Sassa, S. and Sekiguchi, H. (2001), "Analysis of Wave-induced Liquefaction of Sand Beds", Geotechnique, Vol.51, No.2, pp.115-126. https://doi.org/10.1680/geot.2001.51.2.115
- Sassa, S., Sekiguchi, H., and Miyamoto, J. (2001), "Analysis of Progressive Liquefaction as a Moving Boundary Problem", Geotechnique, Vol.51, No.10, pp.847-857. https://doi.org/10.1680/geot.2001.51.10.847
- Sawicki, A. and Mierczynski, J. (2005), "Wave-induced Stresses and Liquefaction in Seabed According to the Biot-type Approach, Archives of Hydro-Eng. And Environmental Mechanics, Vol.52, No.2, pp.131-145.
- Seed, H. B. and Idriss, I. M. (1971), "Simplified Procedure for Evaluating Soil Liquefaction Potential", J. Soil Mechanics and Foundations Division, ASCE, Vol.97, No.SM9, pp.1249-1273.
- Seed, H. B. and Idriss, I. M. (1982), Ground motion and soil liquefaction during earthquakes, EERI Monograph, Earthquake Engineering Research Institute.
- Seed, H. B. and Lee, K. L. (1966), Liquefaction of saturated sands during cyclic loading, J. Soil Mechanics and Foundations Division, ASCE, 92, 105-134.
- Seed, H. B., Pyke, R. M., and Martin, G. R. (1978), Effects of multidirectional shaking on pore pressure development in sands, J. Geotechnical Division, ASCE, 104, 27-44.
- Seed, H. B. and Rahman, M. S. (1978), Wave-induced pore pressure in relation to ocean floor stability of cohesionless soils, Marine Geotechnology, 3(2), 123-150. https://doi.org/10.1080/10641197809379798
- Sumer, B. M. and Cheng, N. S. (1999), A random-walk model for pore pressure accumulation in marine soils, 9th Intl. Offshore and Polar Eng. Conference, ISOPE, 521-528.
- Yamamoto, T., Koning, H. L., Sellmeijer, H., and Hijum, E. V. (1978), On the response of a poro-elastic bed to water waves, J. Fluid Mech., 87, 193-206. https://doi.org/10.1017/S0022112078003006
- Zen, K. and Yamazaki, H. (1991), Field observation and analysis of wave-induced liquefaction in seabed, Soil and Foundation, 31(4), 161-179. https://doi.org/10.3208/sandf1972.31.4_161