TAVENAS F,MIEUSSNES C,BOURGES F.Lateral Displacements in Clay Foundations Under Embankments[J].Canadian Geotechnical Journal,1979,16(3):532-550.
[2]
JEONG S,SEO D,KIM Y.Numerical Investigation of Passive Loading on Pile Groups Adjacent to Embankment on Soft Ground[C]//IACMAG.Proceedings of the 12th Conference of International Association for Computer Methods and Advances in Geomechanics.Melbourne:IACMAG,2008:1-9.
[3]
STEWART D P,JEWELL R J,RANDOLPH M F.Numerical Modeling of Piled Bridge Abutments on Soft Ground[J].Computers and Geotechnics,1993,15(1):21-46.
[4]
ELLIS E A,SPRINGMAN S M.Modelling of Soil-structure Interaction for a Piled Bridge Abutment in Plane Strain FEM Analysis[J].Computers and Geotechnics,2001,28(2):79-98.
[5]
BRANSBY M F,SPRINGMAN S M.3-D Finite Element Modelling of Pile Groups Adjacent to Surcharge Loads[J].Computers and Geotechnics,1996,19(4):301-324.
[6]
CHENG C Y,DASARI G R,CHOW Y K,et al.Finite Element Analysis of Tunnel-soil-pile Interaction Using Displacement Controlled Model[J].Tunnelling and Underground Space Technology,2007,22(4):450-466.
NIE Ru-song,LENG Wu-ming,YANG Qi,et al.Field Test and 3D FEM Studies of Bridge Abutment on Piled Foundation Subjected to Embankment Load[J].Rock and Soil Mechanics,2009,30(9):2862-2868.
[9]
BRANSBY M F,SPRINGMAN S M.Centrifuge Modelling of Pile Groups Adjacent to Surcharge Loads[J].Soils and Foundations,1997,37(2):39-49.
[10]
JTG D63—2007,公路桥涵地基与基础设计规范[S].
[11]
JTG D63—2007,Code for Design of Ground Base and Foundation of Highway Bridges and Culverts[S].
[12]
杨克己,韩理安.桩基工程[M].北京:人民交通出版社,1992.
[13]
YANG Ke-ji,HAN Li-an.Pile Foundation Engineering[M].Beijing:China Communications Press,1992.
[14]
BRANSBY M F.Piled Foundations Adjacent to Surcharge Loads[M].Cambridge:University of Cambridge,1995.
[15]
PAN J L,GOH A T C,WONG K S,et al.Ultimate Soil Pressures for Piles Subjected to Lateral Soil Movements[J].Journal of Geotechnical and Geoenvironmental Engineering,2002,128(6):530-535.
[16]
JEONG S,SEO D,LEE J,et al.Time-dependent Behavior of Pile Groups by Staged Construction of an Adjacent Embankment on Soft Clay[J].Canadian Geotechnical Journal,2004,41(4):643-656.