Equivalent plane strain modeling of vertical drains in soft ground under embankment combined with vacuum preloading

被引：43
|
作者：
Tran, Tuan Anh [1 ]
Mitachi, Toshiyuki [1 ]
机构：
[1] Hokkaido Univ, Grad Sch Engn, Soil Mech Lab, Sapporo, Hokkaido 0608628, Japan
来源：
COMPUTERS AND GEOTECHNICS | 2008年 / 35卷 / 05期
关键词：
Analytical solution; Consolidation; Finite element analysis; Plane strain modeling; Vacuum-surcharge preloading; Vertical drain;
D O I：
10.1016/j.compgeo.2007.11.006
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
A conversion method is proposed to convert from an axisymmetric unit cell to an equivalent plane strain unit cell under embankment loading combined with vacuum preloading. To verify the proposed method, we have conducted FE analyses for two cases of subsoil, one is a subsoil having only one homogeneous clay layer, and the other one is a subsoil having two clay layers. The analyzed results showed that the effects of both well resistance (in the vertical drain) and smear zone (around the vertical drain) are satisfactorily modeled by the proposed plane strain unit cell in both cases. (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码：655 / 672
页数：18
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