2Han Jie, Akins Ken. Use of geogrid-reinforced and pile-sup ported earth structures. Proceeding of international deep founda- tion congress, ASCE,Orlando, 2002 = 668-679.
3Habib, H A A, Brugman, M H A, Uilting B G J. Widening o{ Road N247 founded on a geogrid reinforced mattress on piles. Seventh International Con{erence on geosynthetics Vol. 1, Sep 22 27, 2002,Nice France,369-372.
4Han Jie, Sadik O, Robert L P, et al. Numerical analysis of foun- dation columns to support widening of embankments, Computers and Geotechnics, 2007,34 : 435- 448.
5Montgomery J, Karstunen M. Modelling embankments with ver tical drains- a comparison of numerical methods, Proceeding of the 17th International Conference on Soil Mechanics and Geotech nieal Engineering, 2009,Alexandric, Egypt,1610-1613.
二级参考文献7
1A N G Van Meurs,A Van Den Berg,et.Embankment Widening with the Gap-method [J].Rotterdam:Geotechnical Engineering for Transportation Infrastructure,1999: 1133-1138.
5Han Jie, Akins Ken. Use of geogrid-reinforced and pile-supported earth structures[M]. Proceeding of in- ternational deep foundation congress, ASCE, Orlando, 2002:668--679.
6Habib H A A, Brugman M H A, Uilting B GJ. Wid- ening of Road N247 founded on a geogrid reinforced mattress on piles[-M]. Seventh International Confer- ence on geosynthetics Vol. 1, Sep 22 -- 27, Nice France, 2002 ~ 369-- 372.
7Han Jie, Sadik O, Robert L P, et al. Numerical anal- ysis of foundation columns to support widening of era-bankments[J]. Computers and Geotechnics, 2007,34: 435--448.
8Montgomery J, Karstunen M. Modelling embank- ments with vertical drains-a comparison of numerical methods[M], Proceeding of the 17th International Conference on Soil Mechanics and Geotechnical Engi- neering, Alexandric, Egypt, 2009 : 1610-- 1613.
9Huang J, Han J. Two-- dimensional coupled hydraulic and mechanical modeling of geosynthetic-reinforced column-supported embankments [J]. Computers and Geoteehnics, 2010,37 .. 638-- 648.
