1Mouhon L K. Ganga Rao H V S, Halvorsen G T. Tolerable movement criteria for highway bridges [S]. Washington : Federal Highway Administration, 1982.
2Barker R M, Duncan J M, Rojiani Et. Manuals for the Design of Bridge Foundations[R]. Washington:National Coopera- tive Highway Research Society, 1991.
3Stewart D P, Jewell R J, Randolph M F. Design of piled bridge abutments on soft clay for loading from lateral soil move- ments [J]. Geotechnique, 1994,44 (2) : 277 - 296.
4Jose L B. Three-dimensional analysis of embankments on soft soils incorporating vertical drains by finite element method [J]. Computers and Geotechnics,2004,31 (8) :665 - 676.
5Kelesoglu M K, Springman S M. Analytical and 3 D numerical modelling of full-height bridge abutments constructed on pile foundations through soft soils [J]. Computers and Geoteehnies ,2011,38 ( 8 ) :934 - 948.
6Borges L J, Marques D O. Geosynthetic-reinforeed and jet grout column-supported embankments on soft soils : Numerical a- nalysis and parametric study [J]. Computers and Geotechnies ,2011,38 ( 7 ) : 883 - 896.
7Tanchaisawat T, Bergado D T. Numerical simulation and sensitivity analyses of full-scale test embankment with reinforced lightweight geomaterials on soft Bangkok clay[ J ]. Geotextiles and Geomembranes,2008,26 (6) :498 -511.