3Takahashi A , Takemura J . Liquefaction-induced largedisplacement of pile-supported wharf [J]. Soil Dynamicsand Earthquake Engineering, 2005, 25: 811-825.
4Bilgin O. Numerical studies of anchored sheet pile wallbehavior constructed in cut and fill conditions[J]. Co mputers and Geotechnics, 2010, 37: 399-407.
5Omer Bilgin.Numerical studies of anchored sheet pile wall behavior constructed in cut and fill conditions[J].Computers and Geotechnics, 2010, 37: 399-407.
6ZHANG J M, SHAMOTO Y, TOKIMATSU K.Evaluation of earth pressure under any lateral deformation[J].Soils and Foundations, 1998, 38.
7DON C, WAR.RINGTON P E. Anchored sheet pile wall analysis using fixed end method without estimation of point of contra-flexure[M]. Vulcanhammer info, 2007 : 1-27.
8RYMSZA B, SAHAJDA K. Static analysis of restrained sheet-pile walls[C]. RYMSZA B, SAHAJDA K. Geotechnics inMaritime Engineering. Poland, 2008: 1-8.
