3RAITHEL M,KüSTER V,LINDMARK A.Geotextile-encased Columns-A Foundation System for Earth Structures,Illustrated by a Dyke Project for a Works Extension in Hamburg[C]//GARIN H.Nordic Geotechnical Meeting.Link?ping:Swedish Geotechnical Society,2004:1-10.
4RAITHEL M,KIRCHNER A,SCHADE C,et al. Foundation of Constructions on Very Soft Soils with Geotextile Encased Columns—State of the Art[C]//SCHAEFER V R,BRUCE D A,BYLE M J.Proceedings of GeoFrontiers.Reston:American Society of Civil Engineers,2005:1-11.
5YOO C.Performance of Geosynthetic-encased Stone Columns in Embankment Construction:Numerical Investigation[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,136(8):1148-1160.
6KEYKHOSROPUR L,SOROUSH A,IMAM R.3D Numerical Analyses of Geosynthetic Encased Stone Columns[J].Geotextiles and Geomembranes,2012,35(12):61-68.
7TANDEL Y K,SOLANKI C H,DESAI A K.3D FE Analysis of an Embankment Construction on GRSC and Proposal of a Design Method[J].ISRN Civil Engineering,2013,2013:1-11.
8HAN J,CHAI J C,LESHCHINSKY D,et al.Evaluation of Deep-seated Slope Stability of Embankments over Deep Mixed Foundations[C]//TURNER J P,MAYNE P W.Proceedings of GeoSupport.Reston:American Society of Civil Engineers,2004:945-954.
9HAN J,HUANG J,PORBAHA A.2D Numerical Modeling of a Constructed Geosynthetic-reinforced Embankment over Deep Mixed Columns[C]//ANDERSON J B,PHOON K K,SMITH E,et al.Contemporary Issues in Foundation Engineering.Reston:American Society of Civil Engineers,2005:1-11.
10NAVIN M P,FILZ G M.Numerical Stability Analyses of Embankments Supported on Deep Mixed Columns[C]//PORBAHA A,SHEN S L,WARTMAN J,et al.Ground Modification and Seismic Mitigation.Reston:American Society of Civil Engineers,2006:1-8.