[1] FRANCO L. Vertical breakwaters: the Italian experience [J]. Coastal Engineering，1994，22(1-2)：31-55.
[2] SILVESTER R, HSU J R C. Sines revisited [J]. Journal of Waterway，Port，Coastal，and Ocean Engineering，1989，115(3)：327-343.
[3] SUMER B M, FREDS∅E J. The mechanism of scour in the marine environment [M]. New Jersey：World Scientific，2002：536-539.
[4] JENG D S. Porous models for wave-seabed interactions [M]. Heidelberg：Springer，2013：33-76.
[5] Rahman M S. Instability and movement of oceanfloor sediments：a review [J]. International Journal for Offshore and Polar Engineering，1997，7(3)：220-225.
[6] YAMAMOTO T. Wave-induced pore pressures and effective stresses in inhomogenous seabed foundations [J]. Ocean Engineering，1981, 8(1)：1-16.
[7] HSU J R C, JENG D S, LEE C P. Oscillatory soil response and liquefaction in an unsaturated layered seabed [J]. International Journal for Numerical and Analytical Methods in Geomechanics，1995，19(12)：825-849.
[8] JENG D S, LIN Y S. Finite element modelling for water waves-soil interaction [J]. Soil Dynamics and Earthquake Engineering，1996，15(5)：283-300.
[9] JENG D S, Lin Y S. Non-linear waves-induced response of porous seabed: a finite element analysis [J]. International Journal for Numerical and Analytical Methods in Geomechanics，1997，21(1)：15-42.
[10] LIN Y S, JENG D S. Response of poro-elastic seabed in front of a breakwater：a finite element analysis [J]. Coastal Engineering in Japan，1996，39(2)：165-183.
[11] LIN Y S, JENG D S. The effect of variable permeability on the wave-induced seabed response [J]. Ocean Engineering，1997，24(7)：623-643.
[12] 文峰. 波浪-流作用下饱和砂质海床响应及稳定性分析[D]. 上海：上海交通大学，2015.

WEN F. Response and stability analysis of saturated sandy seabed under wave flow [D]. Shanghai：Shanghai Jiaotong University，2015.
[13]

WEN F, WANG J H. Response of layered seabed under wave and current loading [J]. Journal of Coastal Research，2015，31(4)：907-919.
[14]

SLEATH J F A. Wave-induced pressures in beds of sand [J]. Journal of the Hydraulics Division，1970，96(2)：367-378.
[15]

TZANG S Y. Water wave-induced soil fluidization in a cohesionless fine-grained seabed [D]. California：University of California at Berkeley，1992.
[16] 王立忠，潘冬子，潘存鸿，等. 波浪对海床作用的试验研究 [J]. 土木工程学报，2007，40(9)：101-109.

WANG L Z, PAN D Z, PAN C H，et al. Experimental study of wave action on the seabed [J]. China Civil Engineering Journal，2007，40(9)：101-109.
[17]

ZEN K, YAMAZAKI H. Mechanism of wave-induced liquefaction and densification in seabed [J]. Soils and Foundations，1990a，30(4)：90-104.
[18]

ZEN K, YAMAZAKI H. Oscillatory pore pressure and liquefaction in seabed induced by ocean waves [J]. Soils and Foundations，1990b，30(4)：147-161.
[19]

LIU B, JENG D S, YE G L，et al. Laboratory study for pore pressures in sandy deposit under wave loading [J]. Ocean Engineering，2015，(106)：207-219.
[20]

MEI C C. The Applied Dynamics of Ocean Surface Waves [M]. New Jersey：World Scientific，2003：740-741.