A nonlinear homogenized model applicable to reinforced soil analysis

被引：25
作者：
Chen, TC
Chen, RH
Lin, SS [1 ]
机构：
[1] Natl Taiwan Ocean Univ, Dept Harbor & River Engn, Chilung 20224, Taiwan
[2] Sino Geotechnol Co Inc, Taipei, Taiwan
[3] Natl Taiwan Univ, Dept Civil Engn, Taipei 10617, Taiwan
来源：
GEOTEXTILES AND GEOMEMBRANES | 2000年 / 18卷 / 06期
关键词：
homogenized model; reinforced soil; nonlinear analysis;
D O I：
10.1016/S0266-1144(99)00035-7
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
A numerical procedure for the analysis of reinforced soil structures is proposed, which uses the homogenized transversely isotropic concept. The nonlinear behavior of the reinforced soil and proper boundary conditions are considered in the model. The proposed model is programmed using the commercial computer code FLAC for numerical analysis. Two numerical examples of reinforced soil wall analysis are presented to study the validity and applicability of the proposed method. The results obtained are compared with experimental and analytical work obtained by other investigators. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码：349 / 366
页数：18
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