참고문헌
- 김도삼, 이광호, 김정수 (2002). 수중투과성구조물에 의한 쇄파를 수반한 파랑변형 및 유속장 해석. 한국해안.해양공학회지, 14(2), 171-181
- 김도삼, 이광호, 허동수, 김정수 (2001). VOF법에 기초한 불투과잠제 주변파동장의 해석. 대한토목학회논문집, 21(5-B), 551-560
- Brorsen, M. and Larsen, J. (1987). Source generation of nonlinear gravity waves with boundary integral equation method. Coastal Engrg., 11, 93-113 https://doi.org/10.1016/0378-3839(87)90001-9
- Ergun, S. (1952). Fluid flow through packed columns. Chem. Engrg. Prog., 48(2), 89-94.
- Hinatsu, M. (1992). Numerical simulation of unsteady viscous nonlinear waves using moving grid system fitted on a free surface. J. kansai Soc. Nav. Archit. Japan, 217,1-11
- Hirt, C.W. and Nichols, B.D. (1981). Volume of fluid(VOF) method for the dynamics of free boundaries. J. Compo Phys., 39, 201-225 https://doi.org/10.1016/0021-9991(81)90145-5
- Hur, D.S. and Mizutani, N. (2003). Numerical estimation of the wave forces acting on a three-dimensional body on submerged breakwater. Coastal Engrg., 47, 329-345 https://doi.org/10.1016/S0378-3839(02)00128-X
- Kawasaki, K. (1999). Numerical simulation of breaking and post breaking wave deformation process around a submerged breakwater. Coastal Engrg. in Japan, 41, 201-223 https://doi.org/10.1142/S0578563499000139
- Liu, P.L.-F. and O'Donnel. (1979). Wave induced forces on buried pipeline in permeabke seabed. Proceedings of 4th IntI. Conf. Civil Eng. in Ocean, ASCE, 111-121
- Madsen, O.S. (1978). Wave-induced pore pressures and effective stresses in a porous bed. Geotechnique, 28(4), 377-393 https://doi.org/10.1680/geot.1978.28.4.377
- Mase, H., Sakai, T. and Sakamoto, M. (1994). Wave-induced pore water pressures and effective stresses around breakwater. Ocean. Engrg., 21, 361-379 https://doi.org/10.1016/0029-8018(94)90010-8
- McDougal, W.G, Tsai, Y.T. and Soli itt. CK (1986). Verification of the analytical model for ocean wave-soil-caisson interaction. Proceedings of 4th IntI. Conf. on Coastal Engrg., ASCE, Taipei, Taiwan, 2089-2103
- Mizutani, N., Mostafa, A.M. and Iwata, K. (1998). Nonlinear regular wave, submerged breakwater and seabed dynamic interaction. Coastal Engrg., 43, 177-202
- Moshagen, N.H. and Torum, A. (1975). Wave induced pressure in permeable seabeds. J. Waterw. Harbor. and Coastal Eng., ASCE, 101,49-58
- Mostafa, A.M., Mizutani, N. and Iwata, K. (1999). Nonlinear wave, composite breakwater and seabed dynamic interaction. J. Waterw. Port Coast. Ocean Engrg., ASCE, 125, 88-97 https://doi.org/10.1061/(ASCE)0733-950X(1999)125:2(88)
- Mynett, AM. and Mei, C.C. (1982). Wave-induced stresses in a saturated poro-elastic sea bed beneath a rectangular caisson. Geotechnique, 32(3), 235-247 https://doi.org/10.1680/geot.1982.32.3.235
- Putnam, J.A. (1949). Loss of wave energy due to percolation in a permeable seabed bottom. Trans. of American Geophsical Union, 30(3), 349-356 https://doi.org/10.1029/TR030i003p00349
- Reid, R.O. and Kajiura, K. (1957). On the damping of gravity waves over a permeable sea bed. Trans. American Geophysical Union, 38(5), 662-666 https://doi.org/10.1029/TR038i005p00662
- Sakakiyama, T. and Kajima, R. (1992). Numerical simulation of nonlinear wave interacting with permeable breakwaters. Proc. 23rd Int. Conf. Coastal Engrg., ASCE, 1517-1530
- Shijie Liu and Jacob H. Masliyah. (1999). Non-linear flows in porous media. J. Non-Newtonian Fluid Mech., 86, 229-252 https://doi.org/10.1016/S0377-0257(98)00210-9
- Sleath, J.F.A. (1970). Wave induced pressures in bed of sand. J. Hydr. Div., ASCE, 96(HY2), 367-379
- Van Gent, M.R.A. (1995). Porous flow through rubble-mound material. J. Waterw. Port Coast. Ocean Eng., 121, 176-181 https://doi.org/10.1061/(ASCE)0733-950X(1995)121:3(176)
- Yamamoto, T., Koning, H.L., Sellmeiher, H. and van 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
- 蔣勤,高橋重雄,村西佳美,磯部雅彦. (2000). 波.地盤.構造物の相互作用に關するVOF-FEM豫測モデルの開發.日本海岸工學論文集, 47, 51-55