[1] Smith A W, Gordon A D. Large breakwater toe failures [J]. Journal of Waterway Port Coastal and Ocean Engineering, A S C E, 1983,109(2):253 -255.
[2] Silvester R, Hsu J R C. Sines revisited [J]. Journal of Waterway Port Coastal and Ocean Engineering, A S C E, 1989,115(3):327-344.
[3] Putnam J A. Loss of wave energy due to percolation in a permeable sea bottom [J]. Trans Am Geophys Un, 1949,30: 662-666.
[4] Sleath J F A. Wave induced pressures in beds of sand [J]. J Hydraul Div A S C E, 1970,96 (HY2): 367-378.
[5] Liu P L-F. Damping of waves over porous bed [J]. J Hydraul Div A S C E, 1973,99(HY12):2263-2271.
[6] Massel S R. Gravity waves propagated over permeable bottom [J]. J Watways Harb Cstl Engng A S C E, 1976,102(WW2):111-121.
[7] Moshagen H, Torum A. Wave induced pressures in permeable seabed [J]. J Watways Harb Cstl Engng A S C E, 1975,101(WWl):49-58.
[8] Prevost J H, Eide O, Anderson K H. Discussion of wave induced pressure in permeable seabed[J]. J Watways Harb Cstl Engng A S C E, 1975,101(WW4):464 -465.
[9] Yamamoto T, Koning H L, Sellmeijer H, et al. On the response of a poro-elastic bed to water waves [J]. Journal Fluid Mechanics, 1978,87(1): 193-206.
[10] Madsen O S. Wave-induced pore pressures and effective stresses [J]. Geotechnique, 1978,28(4):377-393.
[11] Oksua S. Wave-induced stresses in unsaturated submarine sediments [J]. Geotechnique, 1985,35(4):517-532.
[12] Hus J R C, Jeng D S. Wave-induced soil response in an unsaturated anisotropic seabed of finite thickness [J]. International Journal for Numerical and Analytical Methods in Geomechanics,1994,18: 785-807.
[13] Seymour B R, Jeng D S, Hus J R C. Transient soil response in porous seabed with a variable permeability [J]. Ocean Engineering, 1996,23 (1):27-46.
[14] Lin Y S, Jeng D S. Response of poro-elastic seabed to a 3-D wave system: a finite element analysis [J]. Coastal Engineering in Japan, 1996,39(2):165-183.
[15] Lin Y S, Jeng D S. The effects of variable permeability on the wave-induced seabed response [J].Ocean Egineering, 1997,24(7):623-643.
[16] Jeng D S. Wave-induced seabed instability in front of a breakwater [J]. Ocean Engng, 1997,24(10):887-917.
[17] Stokoe K H. Dynamic properties of offshore silty samples [A]. In: Program Departmen, Offshore Technology Conference Ed. Offshore Technology Conference Proceedings [C]. Richardson, T X 75083-3868, USA, 1980,2:289-302.
[18] Yamamoto T. On the response of a Coulomb-damped poroelastic bed to water waves [J]. Marine Geotechnology, 1983,5(2):93-127.
[19] LIN Mian. The analysis of silt behaviors induced by water waves [J] Sci China Ser E, 2000,30 (6):1-12. (in Chinese)
[20] Li J C, Lin M. On the interaction of water waves and seabed by porous mLedium model [J]. Acta Mechanics Sinica, 1995,11(2): 17-27.
[21] Tsai C P. Wave-induced liquefaction potential in a porous seabed in front of a breakwater [J].Ocean Engineering, 1995,22(1): 1-18.
[22] Zen K, Yamazaki. Mechanism of wave-induced liquefaction and densification in seabed foundations [J]. Soil and Foundations, 1990,30:90-104.
[23] Yamamoto T. Wave-induced pore pressures and effective stresses in inhomogeneous seabed foundations [J] Ocean Engng, 1981,8:1-16. |
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